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1274 PINE AVE | 1276 PINE AVE; ; PC120053; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-07-2013 Plan Check Permit No PC120053 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1274 PINEAV CBAD PLANCK Status 2050200400 Lot# 0 Applied $0 00 Construction Type Entered By Plan Approved Issued FISCHBACH RES- BUILD NEW Inspect Area 4,002 SF LIVING/ 712 SF GAR/336 SF DECK & 640 SF PENDING 09/20/2012 LSM Applicant PAUL LONGTON Owner 2909 MESA DR OCEANSIDE CA 92054 760-722-4904 Plan Check Fee Additional Fees $0 00 $0 00 Total Fees $0 00 Total Payments To Date $0 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition' of fees, dedications, reservations, or other exactions hereafter collectively refened to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with ^e City Manager for processing in accordance with Carisbad Municipal Code Section Z 32 030 Failure to timely tollow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition Vou are hereby FURTHER NOTIFIED that your nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity Changes, nor planning, zoning grading or other similar applicaton processing or semce fees in connection with this project NOR DOES IT APPLY to any fees/exactions of whigh m havg previously heen given a NOTICE similar to this, or as lo which the stg|^|te pf limitations has previously otherwise expired. rKE FOLLOWING APPROVALS REQUIRED PRIOR TO PERIHiT ISSUANCE PLANNmG NGINEERING BUILDING DnRE nHEALTH D HAZIVIAT/APCD f ^ 1SZAJ Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 CiTY OF 760-602-2717/2718/2719 Fax 760-602-8558 www carlsbadca gov «1*^ Plan Check No. fCL ' 3^0S3 Est. Value Plan Ck. Deposit Date JOB ADDRESS I SU[TE#/SPAC£#/UNIT# CT/PROJECT BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR TYPE OCC GROUP EXISTING USE PROPOSED USE GARAGE (SF| PATIOS (SF) DECKS (SF) FIREPLACE_ YESy^#^ NO • AIR CONDITIONING YES • NO^l)^ FIRE SPRINKLERS YES^ NOD APPUCANT NArWE (Primaf) Contact) APPLICANT NAME (Secondary Contact) ADDRESS lA^5*3. C>ri\J-e. ADDRESS CITY STATE CITY STATE PHONE PHONE n^. mca EMAIL !oWNE^AM^^^^^^^^^^^^^^^~ EMAIL FAX PROPERTY. CONTRACTOR BUS NAIVIE ADDRESS ADDRESS STATE CITY STATE ZIP PHQHE, FAX PHONE FAX EMAIL CLASS "CITV BUS LIC # 3TATE LIC # ~" STATE LIC # (Sec 7031 5 Business and ProfesijQjt Code Any City or County which requires s permit to consiruct alter improve demolish or repair any structure pnorto its issuance also lequiies the applicant fot sucn permit to file a sirred staiemei^tthai he is licensed ptiisLiant to the provisions of ttie Contractor s License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis forthe alleged exemption Any violation of Section 7031 5 by any apphcant for a permit subjects the applicant to a civil penalty of not more lhan five hundred dollars ($500)) Workers' Compensation Declaration I hereby afUrm under penalty of peijuiy one of the hllowng declarations O I have and will mainlain a certificate of consent to self insure for workers'compensation as provided by Seclion 3700 cf the Labor Code lor Ihe performance ollhe work for which this permit is issued n I have and will maintam workers' compensation as required by Section 3700 of the Labor Code for lhe performance of lhe work for which this permit is issued My workers compensalion insurance camer and policy number are Insurance Co Policy No E);piration Date This section need not be completed if the permit is lor one hundred dollars (1100) or less G Certificate of Exemphon I certify that in lhe perfomiance of the work for which this pemiit is issued, I shall nol employ any person in any manner so as to become subiecl lo the Workers' Compensation Laws ot California WARNING Failureto secure workers'compensation coverage is unlawful, and shall subject an employerto cnmmai penalbes and civil fines up to one hundred thousand dollars (&100,000). m addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees jS^ CONTRACTOR SIGNATURE OAGENT DATE a hereby affirm that I am exempl from Contractors Ucense Law for the following reason I, asownerof the property or my employees with wages as their sole compensation, will do lhe work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contraclors Ijcensfi Law does nol apply to an mm of property who builds or improves Ihereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for safe If, however, the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the putpose of sale) owner of the property, am exclusively conlracling with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and contracls for such projecis wilh conlractor(s) licensed pursuant lo the Contraclor's License Law) am exempt under Section „BusinesE and Professions Code for this reason 1 I personally plan to provide the major labor and malenals for construction of Ihe proposed property improvement • Yes D No 2 I (have / have not) signed an application lor a building permit for Ihe proposed work 3 I have contracled v^th ttie lollowing person (firm) to provide the proposed construction (include name address / phone / conlraclors license number) 4 I plan to provide portions of the vrork bul I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors license number) 5 1 wll some ol the viaf^i li^ 1 have conlracledjhjred) the lollowing persons to provide the work indicated (include name / address I phone I type of wojJO vefpROPERTY OWNER SIlCTiATURE •AGENT DATE Is the applicant orfulure building occupanl required lo submit a business plan, aculely hazardous matenals registration form or nsk managemenl and prevention program under Sections 25505 25533 or 25534 ofthe Presley Tanner Hazardous Subslance Account Act? O Yes • No Is the applicant or fulure building occupantrequired lo oblain a pennil fnDm ^e air pollution conlrol distnclor air quality managemenl diEtricf • Yes • No Is the facility lo be constructed within 1,000 feet of the outer boundary of a school site'' • Yes • No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a constrtjction iending agencyforthe performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I ceifl^thatl have read Iheapplication and state lhatthe above infomiaton IS conBCtandthatthe information on the plans isaccur^^ I agree to comply with all Ci^onJinances and State laws lelatingto building construction I hereby aulhonze lepresentafive of the City of Carlsbad lo enter upon the atxive mentioned property fbr inspecton puiposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES liMCUilAiUN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for exca' EXPIRATION Every pemiit issued by the 1 SOdays from the date of such permit or APPLICANT'S SIGNATURE ion of stmctures over 3 slones in height EflQll expire by limitation and become null and void i{ ihe building or worl^ aulhonzed by such pemiit is not commenced vwthin mded or abandoned at any time aflerthe wortt is commenced for a penod of 180 days (Section 106 4 4 Uniform Building (itode) DATE —J , INI s R E CX I a rsi s HCVIEED SPECIAL INSPECTICN SERVICES FOR THE EDIIDWING 13 OONCRETE pJT, • MASCHRy • FIREPRCOFING • STEEL ASSOyBLY/VELDING • EFOXY AH::H3IS/DCWELS • SHEAR WALL FRAMING SYSTEM 760-846-1464 PO Box 3000C1 ^^{ho{ San Diego, CA WOO ^^feg;^ WWW AccuTechSD com JBietz(3AccuTechSD com • DATE 1\-C>\-IZ. • TESTIKG/SPMPUNG • OTHER ERDJECr ADEKESS ADCRESS TIME IN BLDG PERMIT CWbER OUT ARCHITECT MILES EW3INEER PLAN FILE NMERIAL CCNTRACTCR SUECCNTRACICR Iff^ SPECIAL INSPECTICN DOES NOT RELIEVE THE OMER, ,CONIRACTCR CR BUILDER OF THEIR RESPCNSIBILITY TO PERFCKyi ALL WORK PER THE APE^IOVED PIANS, SPECIFICATIONS AND APPLICABLE BfJILDIHG OXE EDR ANY tCN-CONFDRMIlC ITEMS PIEASE XHEDULE FDR RE- INSPECTICW ALL WORK PERRSyyED IS BILLED IN 4 HDUR IWCREMEtJTS ACCORDIISG TD OUR CURRENT RATE SCHEDULE i SPE i APE 1 INS ft TAGREE TD INnjyiNIFY AND HOLD HARMIESS THE INSEECim AND ACCUTECH AFEDRDABIE INSEECTICNS EDR ANY AND ALL DAf^ftGES WHETHER H ACCICEWTAL OR INTENTIONAL I WILL PAY EDR ANY AND ALL ATTORNEY AND COURT COSTS I WILL PAY EDR AIJY AND ALL JUDGMENTS B BBDUGHT AGAINST THE INSPECTOR AND/CH ACCLTTECH AFFORDABLE INSPECTIOIS DUE TO ANYIHIH3 RELATED TO THIS EROJECT ~SIG CEKTIFICATIOSI NPDES INSPECTION REPORT Building Division Pursuant to CMC 15 12 100 Inspector Inspection Type "ft ompliance • Follow Up Date Time Weather Project # CB Pemnt# • Heavy Ram ^LightRain • Sunny DCfoudy • Partly Cloudy • Ram Expected at % chance BMP IMPLEMENTATION AND COMPLIANCE BMP and Compliance Activity CORRECTIVE ACTION REQUIRED Are all inactive slopes properly stabilized'^ Are areas flatter than 3 1 covered or protected'? Are gravel bags, waddles, siit fences, and other erosion _control BMPs in place and functioning properly? Do basins appear to be maintained as required*? Are perimeter control BMPs maintained'? Is the entrance stabilized to prevent tracking"? Are storm dram inlets protected and BMPs maintained'? Are all matenai and equipment handling, storage and repair areas clean and maintained'? Are dumpsters and trash receptacles covered? Has trash and debns accumulated throughout the site'? Are stockpiles and spoils protected from runoff? Are landscaped areas protected from erosion? Are natural areas and open spaces protected'? Are washout areas maintained and protected? Were there any discharges observed dunng the inspection? Is the SWPPP wall map up to date and accurate? _Was the SWPPP reviewed dunng this inspection? Are portable restrooms located away from the storm dram and on level ground? Do portable restrooms have secondary containment? Other _Are BMPs stockpiled for emergency deployment? Provide additional erosion control • Repair/replace erosion control BMPs • Replace broken rock/sand bags • Desiltation/retention bastn(s) requires maintenance Provide additional perimeter controls • Repair/replace perimeter controls • Impervious surfaces need to be swept n Prevent sediment tracking on to street • Clean in and around storm drains • Provide additional protection at storm drain inlets • Discard unusable equipment and matenals • Remove trash and debns from project site • Properly store hazardous matenals • Immediately clean up spills and leaks • Maintenance required for washout areas • Protect/Cover matenals stored outdoors • Provide spill kit{s) in equipment storage areas • Provide cover for dumpster and trash receptacles • Immediately discontinue washing or hosing • Relocate portable restrooms away from storm drains and/or to level areas • Provide secondary containment for portable restrooms • Provide additional emergency BMPs • Tram staff on pollution prevention • Other THIS SERVES AS A WARNING NOTICE Implement corrective actions by A City Inspector will return on or after the correction date to verify that corrective actions were completed and/or BMPs implemented as required If you have any questions or comments, please contact your inspector Comments. • NO VIOLATIONS OBSERVED DURING THE INSPECTION • VIOLATIONS WERE NOTED DURING THE INSPECTION ^ 15 12 050 Prohibited Discharge • 15 12 080(E) Reduction of Pollutants a 15 12 090 Storm Wafer Conveyance System Protection • 15 12 110 Failureto Implement Corrective Actions • 1512 120 Containment, cleanup, and notification of spills • 15 16 170 Unlawful Acts • 6 08 030 Receptacles Generally a 6 08 040 Cleanliness of Solid Waste Receptacles ' • 6 08 050 Solid Waste Receptacles to be Kept Covered • 6 08 090 Unlawful Placement of Solid Waste • Other Received By - Please Print Received By - Signature • Mailed Date The Notice Serves As X Verbal Warning • Written Warning • Field Memo • Referred for Action BMP Assessment (circle one) 4 3 Knowledge Assessment (circle one) 4 3 1 sTContact not available White BLDG Yellow Job Site October 12, 2012 Proj No 12-0808-PL/F Mr David Fischbach c/o Kevin P Bresnahan 3031 Ridge Creek Dr FaHbrook. California 92028 SUBJECT: REVIEV\f OF FOUNDATION DESIGN 0.26+/- Acres, Lot 9, PM 1744, APN 205-020-04 1284 Pine Avenue, Carlsbad, California Reference "Preliminary Geotechnica! Investigation, Single-Lot, Residential Development, 0 26+/- Acres, Lot 9, PM 1744, APN 205-020-04, 1284 Pine Avenue, Carlsbad, California", Report Dated August 20, 2012, by ES!, LLC, Report No 12-0808-PL Gentlemen We have reviewed the foundation plans for the above referenced site prepared by Paul Longton, AIA for compliance with the recommendations ofthe above referenced report The foundation design is \n substantial conformance with the design recommendatfons presented in the referenced report, and is approved by this office ESI, LLC is the Geotechnical Engineer of/Mecord with regard to grading and site development We concur with4he findings/of the above referenced report Respectfully Submitt S.Pat Rymer, RC Registration Expires 3- 4i6S9 Date Street, Ste #202 • Mumeta, CA 92562 • 8(951)461-3111 ^(951)461-3133 Carlsbad PC12-0053 10/01/12 A> SPECIAL INSPECTION Oey.fap^.nt S,M,,, CITf OF AGREEMENT l63SFwadayAveni« CARLSBAD in accwOancswrthCfiaptBTir of tha CaJiromia Buittfing Coda ttw toilowing must Oscomplsteol whon vwk twing p«rtonT(M roQuirss fip«clal insiMction. stmctuial ot^Mrvztion and constmctran msTBnal twtmg >rojec.Pem,it-^ Project Addres. J?]f-+ ^?1> „P^'*.A^._ ._ A rHia SeCnOH MUST BE COMPIETED BY THE PROPERTY OWNEfVAUTHORIZEO AGQIT. Plrsaso ctvxx rf yoj am Owmw-fliiiidw • lit you deckea 96 OMWer-Ou-f^ yOu tmet sSeo carrple«e Section B of th<9 Sfasetveni) I am •Property Ortrw UFtcpcity OwTwr's Agw^ of Reoxd ^4^^chI^oc^ of Record •Er^Ewr of Reosfd St^B of California ReqiEffatwri hiumaBi:: Expranan Date J?cJ^. L^L_ AGREBWB4T. I \m yfKJBrsigr«d, OocteirB mi^t persjily of fmfuri/ ur«» tho ias« of she Siate of Ga&fOfr^ lhat I f-avcr rf ad, understand, acknfi^fe:^e jrtlTcfcw^e to ccwKp^y with :he <^ of CarssbKl requtrementa fc* special *nspecs(or3 sJn^ural atJservaicwTS, cafetiilSsKqiiTiaSOT and arf sae fabricator cc bufctng asT^nentSi as fSEBcntsed m the atajemer* d scocial irsp€rotEc*M ncyB^WT'^»->*M(*':ia<i p^ans and. as rEnajwect tv if^ Califotnia Builc^ Coce. Sigr-ature ^^^^/^ ^^^^^ _A?L: I„ B. CONTRACTOR'S STATBirefeWFRESPONSlffiLITYJO? CBC Ch17, SecbOfi 1I706J. THiS SaClaoO n-ijst beCOmc^tBd by She coftraciDf / bulkier / owner^juilder Ccffilractor's CompaPY Name pjnM*chect;^yo«w»Own«r^i4ei O I'flt t^if !H>^H fiilE^ng Address _^ _™ Email j^ne Sistfe of California Confractor's tcense ^^irra^er S/piration Gate • iact<r>aiiWe<Jge9nai unaware, oHpecial rec^ssien^^lacorcair^dinriestaterreriffof spec^l^^^ the apprui^ plar%, • I ackncftv^edge If-at cantfo! will be c>ie/ci«&d to ot:tain conftxrrsinco V'^b the cor^triKtian documents approved t;y the iXfAto^ otftctal, • 1 will ha«e irvplace procecfejreB for exercising conrrcl wrtJm oiir (the ccniractor's) crganizaton, for the method and fter^iepcy cf reporting and Uie tssbibutson aS im rciwrts ard • I certify ;rat I 'MS (-av* a qualit ed psfsoo witnin our \tt^ contrac^ori) ofganizatton to exercae micf) control • twiOpfwMea tbial reoart / tetter In compliance with CBC S«:ttan 1704 1 2 prior to renuestinq finat infpiictton. Signature „_ , , , Cata Sago 1 nf 1 EsGil Corporation In Partnersfitp witH government for (BmCding Safety DATE 10/29/12 •APPLICANT JURIS JURISDICTION Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO PC12-0053 SET II PROJECT ADDRESS 1274/1276 Pine Ave. PROJECT NAME Duplex/Garages/Decks/Porches/Stairs for Fischback Q The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's building codes 3 The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff Q The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck n The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck Q The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person n The applicant's copy of the check list has been sent to 1^ EsGil Corporation staff did not advise the applicant that the plan check has been completed n EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Mail Telephone Fax In Person ^ REMARKS Compete attached special inspection form Transf^K'ncttesNtrfed ink to set(s) at the City On sheet A4 0 not top rails required for all glass railings ano/ote where a window sill is more than 6' above the finished grade, the lowest openable jrfart of the window shall be at least 24" above the finished floor of the room Glazing betweeiwie floor and a height of 24" shall be fixed or have openings such that a 4" sphere cannot pas^through Section R612 2 By Ray Fuller Enclosures EsGil Corporation • GA n EJ • PC (P) 10/23/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership witfi government for (BuiCding Safety DATE 10/01/12 • AEEUCANT •QuRis) JURISDICTION Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO PC12-0053 SET I PROJECT ADDRESS 1274/1276 Pine Ave. PROJECT NAME Duplex/Garages/Decks/Porches/Stairs for Fischback I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's building codes I I The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck 3 The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person 3 The applicant's copy ofthe check list has been sent to Paul Longton 2909 Mesa Drive Oceanside, Ca 92054 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed IXI EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted Paul Longton C^f^^tt^) Telephone # (760) 722-4904 Date contacted (olzln (by ^) Email pilonqton@qmail com, david500@cox net Fax # (760) 722-4903 t Mail ^ Telephone ^ Fax In Person • REMARKS By Ray Fuller Enclosures EsGil Corporation • GA • EJ • PC 09/24/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC12-0053 10/01/12 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PC12-0053 JURISDICTION Carlsbad PROJECT ADDRESS 1274/1276 Pine Ave. FLOOR AREA Dwellings 4642 Garages 1217 Deck/Stairs 450 Covered Porch 63 Roof Deck 2520 STORIES 2 plus Roof Deck HEIGHT 32 ft per CBC to Stair Enclosure REMARKS DATE PLANS RECEIVED BY JURISDICTION 09/20/12 DATE PLANS RECEIVED BY ESGIL CORPORATION 09/24/12 DATE INITIAL PLAN REVIEW COMPLETED 10/01/12 PLAN REVIEWER Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electncal Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineenng Department, Fire Department or other departments Clearance from those departments may be required pnor to the issuance of a building permit Present California law mandates that construction comply with the 2010 edition ofthe California Code of Regulations (Title 24), which adopts the following model codes 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC The above regulations apply, regardless ofthe code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 105 4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad PC 12-0053 10/01/12 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways 1) Deliver all corrected sets of plans and calculations/reports directly to the City OfCarlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineenng and Fire Departments 2) Bnng one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineenng and Fire Departments until review by EsGil Corporation is complete 2 Verify that the final sets of plans and any new calculations will be stamped and signed by engineer and /or architect of record also Expiration date for engineer IS noted to be 3-31-10? 3 Note on the site plan that the site shall be planned and developed to keep surface water away from buildings Plans shall be provided and approved by the City Engineer that show site grading and provide for storm water retention and drainage dunng construction BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department CGC 4 106 3 4 Note on the plans that a minimum of 50% of construction waste is to be recycled CGC 4 408 1 5 Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc ) for the owner at the time of final inspection CGC 4 410 1 6 Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered CGC 4 504 1 7 Note on the plans that VOC's must comply with the limitations listed in Section 4 504 3 and Tables 4 504 1, 4 504 2, 4 504 3 and 4 504 5 for Adhesives, Paints and Coatings, Carpet and Composition Wood Products CGC 4 504 2 8 Note on the plans that the moisture content of wood shall not exceed 19% before It IS enclosed in construction The moisture content needs to be certified by one of 3 methods specified Building matenals with visible signs of water damage should not be used in construction The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4 505 3 Carlsbad PC 12-0053 10/01/12 9 Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat CGC 4 506 1 10 Note on the plans that heating and AC shall be sized and selected by ACCA Manual J or ASHRAE handbook or equivalent The duct sizing shall be sized in accordance with one of the ACCA methods listed in CGC Section 4 507 2 11 Note on the plans that pnor to final approval of the building the licensed contractor, architect or engineer in responsible charge ofthe overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans 12 Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption listed in Table 4 303 1 In lieu of providing the calculations, imprint on the plans the attached Table 4 303 2 listing fixtures that meet the 20% reduction CGC 4 303 1 TABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT > 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1 5 gpm @ 60 psi Kitchen faucets 1 8 gpm @ 60 psi Gravity tank-typewater closets 1 28 gallons/flush' 1 Includes single and dual flush water closets with an effective flush of 1 28 gallons or less Single flush toilets—The effective flush volume shall not exceed i 28 gallons (4 8 liters) The effective flush volume is the average flush volume when tested in accordance with ASME Al 12 19 233 2 Dual flush toilets—The effective flush volume shall not exceed 1 28 gallons (4 8 liters) The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush Flush volumes will be tested in accordance with ASME Al 12 19 2 and ASME Al 12 19 14 2 Lavatory faucets shall not have a flow rate less than 0 8 gpm at 20 psi 13 If applies Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed the 20% reduced limit, or the shower shall be designed so that only one head is on at a time CGC 4 303 2 14 If applies Note on the plans that landscape Irrigation water use shall have weather based controllers CGC 4 304 1 Carlsbad PC12-0053 10/01/12 15 The sq footages on the cover sheet do not appear to match the plans Please clanfy Noting sq footage of duplex to be 4652 and energy calculations state 4980 sq ft The garages appear to be 927 and 290 for total of 1217 sq ft Noting roof deck to be 1918 sq ft and appears to be 2520 16 Note on plans requirements for Special inspection i) Fastener spacing of the sheathing where 4" or less oc occurs II) Soils compliance III) Concrete over 2500 PSI ( 3000 psi) IV) Post Tension Placement and Stressing 17 A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted This statement shall include a complete list of matenals and work requinng special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or penodic CBC Section 1705 See City of Carlsbad's attached form 18 Provide the following note on the plans "The contractor responsible for the construction ofthe seismic-force-resisting system shall submit a written Statement of Responsibility to the building official pnor to the commencement of work on the system " CBC Section 1709 19 The floor plan on A1 0 is reflecting dryer exceeding 14 ft as must go up and then out Verify floor framing will allow for duct penetration (appears will need to be 5" and that that dryer vent to the extenor with termination to be a minimum of 3 ft from any opening Also could not locate dryer vent for dryer in one car garage 20 Verify manufacturer's specs allow vent termination of fireplace as shown on A1 0 (adjacent to door D) 21 Show or note dryer vent to the extenor with termination to be a minimum of 3 ft from any opening 22 Plans to reflect how providing adequate combustion air to the one car garage as garage is not large enough to provide adequate combustion air for both the FAU and water heater 23 Per the energy calculations there is to be two tankless water heater in addition to storage unit at one car garage Could only location one tankless in pantry on A2 0? 24 Plans to reflect if tankless water heater is direct vented or not and show pressure relief extending to within 6-24" of grade The use of storage where tankless water heater occurs tends to be a problem as cannot obstruct working clearances In addition if not direct vented then combustion air would be a issue Carlsbad PC12-0053 10/01/12 25 The use of tankless water heaters will require a gas pipe sizing design (isometnc or pipe layout) for all gas loads due to the large gas loads 26 Could not locate the AC units or the heat pump as shown on the energy calculations Please clarify 27 Window 7 at master bath on A2 0 to be tempered 28 Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed UMC Section 904 1 29 The elevations seem to be reflecting glass railings Detail and reference on the plans the connections to show capability to resist a concentrated load of 200 pounds in any direction along the top rail Table R301 5 Plans to reflect thickness of the glass railing and must be tempered Detail and reference the glass guard to be supported on all four sides per Section 2407 If not providing a top rail then provide design calculations and details to show that glass railing can resist lateral forces per Section 1607 7 1 and must obtain Building Official approval per Section 2407 1 2 30 In dwelling units, where a window sill is more than 6' above the finished grade, the lowest openable part of the window shall be at least 24" above the finished floor of the room Glazing between the floor and a height of 24" shall be fixed or have openings such that a 4" sphere cannot pass through Section R612 2 Please clearly shown window sills will be a minimums of 24" above finish floor 31 Could not locate where side light was noted to be tempered at office 32 Complete roof dram note on A3 0 to state 3" (if runs horizontal) 33 Please recheck all details to verify that they are complete and/or correct See for example for detail D/A-50 where noting "not to less than 4" and should state "less than 4"" instead 34 The service panels are shown at a shear wall location Note if panel is flush or surface mounted If flush mounted then detail opening in shear wall and engineer-of-record to address opening as well as top plate/ and or bottom plates where conduit and winng will past thru 35 Please verify 125 amp adequate for main dwelling as appears marginal for this size of house (Electncal note one 10 is reflecting City of Oceanside ) 36 Recheck outlet spacing Must show outlets within 6 ft of any opening and not to exceed 12 apart Any isolated wall 2 ft or wider to have outlets Outlet spacing is exceed thru out i e at 2"^ unit isolated walls to have outlet, outlets to start within 6 ft of door etc Isolated wall at back of fireplace, spacing shown to be 24 ft o c at rec room, guest room spacing exceeds 12 ft etc Recheck all locations Carlsbad PC12-0053 10/01/12 37 Could not locate required smoke detector inside of bedroom 4 on E2 0 Verify smoke detector/carbon monoxide alarm shown at top of stairwell for roof plan on E2 0 38 Residential ventilation requirements for both units • Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air changes/hour), ducted to the exterior Detail compliance by including a complying exhaust fan or a ducted range hood to the extenor Note CFM and noise rating ("Sone") must be specified on the plans Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the extenor Note CFM and noise rating ("Sone") must be specified on the plans A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture" Residential bathroom exhaust fans shall be energy star rated and shall be control by a humidistat capable of an adjustment between 50 and 80% humidity CalGreen 4 506 1 Exception Control by a humidistat ts not required if the bathroom exhaust fan is also the dwelling whole house ventilation Mechanical whole house ventilation must be provided Include the following information Fan sizing (cfm), "Sone" specification, and the duct sizing and length Note The information must match or exceed the design found on CF-6R-MECH energy forms All fans installed to meet the preceding requirements must be specified at a noise rating ofa maximum 1 "Sone" (forthe continuous use calculation) or 3 "Sone" (for the intermittent use calculation) For additions 1,000 square feet or less Whole house or local (bathrooms and kitchens) ventilation is not required to meet the preceding ventilation requirements Compliance must be demonstrated for CBC section 1203 4 2 1 (Bathrooms) however • For additions exceeding 1,000 sq ft Compliance with the above ventilation requirements must be shown on the plans The whole house ventilation CFM shall be based upon the entire (existing and addition) square footage, not just the addition 39 Provide a letter from the soils engineer confirming that the foundation plan, and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction (when required by report) sp 40 Sheet CVR should state 3000 psi concrete per the post tension calculations Carlsbad PC12-0053 10/01/12 41 Verify final sets of post tension plans have review stamps also from engineer-of- record 42 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans 43 Please provide evidence that the engineer-of-record has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss layout or a letter) CBC Section 107 3 4 2 44 If applies If trusses are to be deferred then on the cover sheet note "Submittal documents for deferred submittal items (trusses) shall be submitted to the engineer of record, who shall review them and fonward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" 45 Plans did not address the extenor wall at stairwell where required to be ballooned framed*? Specify appropnate size of stud, grade and spacing / provide calculations 2 x6's shown for line B only on S2'? • CITY OF CARLSBAD REQUIREMENTS 46 If special inspection is required, the designer shall complete the city's "Special Inspection Agreement" • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please bnefly descnbe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction lisf? Please indicate Yes ( ) No ( ) The junsdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you Carlsbad PC12-0053 10/01/12 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO PC12-0053 PREPARED BY Ray Fuller DATE 10/01/12 BUILDING ADDRESS 1274/1276 Pine Ave. BUILDING OCCUPANCY R3 U TYPE OF CONSTRUCTION VB BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) Dwellings 4642 110 17 511,409 Garages 1217 26 61 32,384 Decks/Stairs 336 15 57 5,232 Roof Deck 2520 15 57 39,236 Covered Porch 63 9 59 604 Fireplaces 3 2,621 34 7,864 Air Conditioning 4642 4 19 19,450 Fire Spnnklers 5859 3 11 18,221 TOTAL VALUE 634,401 Junsdiction Code cb By Ordinance Bldg Permit Fee by Ordmance Plan Check Fee by Ordinance Type of Review 1 I Repetitive Fee Repeats 0 Complete Review • Other |—j Hourly EsGil Fee • Structural Only Hr @ $2,711 82 $1,762.68 $1,518 62 Comments Add one hour for Cal-Green $86 00 Sheet 1 of 1 macvalue doc + P1 CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 vjvjw carlsbadca gov PROJECTID; PC12-53 APN: 205-020-04 DATE: 10/10/12 PROJECT NAME: FISCHBACH RESIDENCE PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1274/1276 PINE AVE VALU ATI ON: r L;Ffns plan checXfeyiew is complete and has been APPROVED by the ENGINEERING Division. By: I A Final Inspection by the Division is required L^jYes This plan check review is NOT COMPLETE. Itenns nnissing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PJLONGTON@GMAIL COM Voiy may a/so have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance ofa buiiding permit. Resubmitted pians should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 : Chris Sexton ' 760-602-4624 Chns Sexton@carlsbadca ^ov '7 1 Kathleen Lawrence ^ ^ 760-602-2741 Kathleen Lawrence@carlsbadca Sov [•^"1 Greg Ryan I 760-602-4663 Gregory Rvan@carlsbadca gov r ' Gina Ruiz ' 760-602-4675 Gma Ruiz@carlsbadca gov j 1 Linda Ontiveros 1 760-602-2773 Lmda Ontiveros@carlsbadca gov ! ' Cindy Wong - - ^ 760-602-4662 Cvnthia Wong@carlsbadca gov _j j ^ Dommic Fieri L J 760-602-4664 Dommic Fieri@carlsbadca gov Remarks. Set# J Any outstanding issues will he marked wuh Make the necessary corrections for compliance with applicable codes und staniiards Submit corrected plans and/or specifications to the Buildmg division for re-submittal to the Engmeenng division Items that conform to permit requirements are marked with [7j 1. SITE PLAN ~ Label street improvements as existing/no improvBmants,y water/sewer lateral " Provide a fullv/dimensioned site plan drawn to scale ow I '"/"i<^orth arrow Existing & proposed structures Existing street improvements ^ZJ Property lines (show all dimensjons) JO Easements Right-of-way width & adjacent streets X • I I Driveway widths I, ', ,1 Existing or proposed sewer lateral Existing or proposed water sen/ice L_l Submit on signed approved plans DWG No Show on site plan Show spot eleyatmniand proposed FF Drairjage patterns uilding pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course Q^ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" ExiStmg & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet • / Site address I / I Assessor's parcel number [ / j Legal descnption/lot number I I For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved Show all existing use of SF and new proposed use of SF Example Tenant improvement for 3500 SF of warehouse to 3500 SF of office Lot/Map No 9 Subdivision/Tract 1744 Reference No(s) CARLSBAD LANDS E-36 Page 2 of 6 REV 5/01/12 Set# 1 2. DISCRETIONARY APPROVAL COMPLIANCE N/A Project does not comply with the following engineenng conditions of approval for project no 3. DEDICATION REQUIREMENTS N/A 60' RIGHT OF WAY Dedication for all street nghts-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000 00 , pursuant to Carlsbad Municipal Code Section 18 40 030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 Dedication required as follows NIA will be required for public improvements, NIA cost $458 00 Pis provide recent grant deed 4. IMBffOVEMENT REQUIREMENTS Z^^\ needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000 00. pursuant to Carlsbad Municipal Code Section 18 40 040 Public improvements required as follows Curb, gutter, sidewalk, street lights, underground utilities, sewer, water Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee o1=$=MML0 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the city prior to issuance of a building permit Future public improvements required as follows E-36 Page 3 of 6 Set# 1 5. GRADING PERMIT REQUIREMENTS The^nditions that require a grading permit are found in Section 15 16 of the Municipal de y jlnadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans If no grading is proposed write "NO GRADING" Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit I I Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required) All required documentation must be provided to your Engineenng Construction Inspector The inspector will then provide the engineenng counter with a release for the building permit No grading permit required I I Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS Note only: ROW permit required for any work in City ROW • I I RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public nght-of-way Types of work include, but are not limited to street improvements, tree tnmming, driveway construction, tying into public storm dram, sewer and water utilities I I Right-of-way permit required for E-36 Page 4 of 6 REVS/01/12 Set# 1 7. STORM WATER Construction Compliance Complete back of Tier 1 form (Can be L^/J completed at the Bldg Counter) [Vj Project Threat Assessment Form complete [ I Enclosed Project Threat Assessment Form incomplete Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW 12-) Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city Post^Development (SUSMP) Compliance Complete page 3 of question- naire (can be done at the Bldg Counter) jrm Water Standards Questionnaire complete Please note on plans incorporated LID strategies on plans Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal j j Project IS subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca QOv/busmess/buildinq/Documents/EnQStandsw-stds-voi4-ch2 pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways I I Rainwater harvesting (ram barrels or cistern) n Vegetated Roof I I Bio-retentions cell/ram garden I I Pervious pavement/pavers Flow-through planter/vegetated or rock dnp line Vegetated swales or rock infiltration swales L I Downspouts disconnect and discharge over landscape • Other E-36 Page 5 of 6 REV 5/01/12 Set# 1 9. WATER METER REVIEW Domestic (potable) Use What size meter is required'? FYI FY! Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 8. FEES / • no Required fees have been entered in building permit Drainage fee applicable Added square feet Added square footage in last two years'? yes Permit No Permit No Project built after 1980 |71yes Impervious surface > 50% [3^®^ Impact unconstructed facility [~lves Fire spnnklers required [/JV®® CDriO (is addition over 150' from center line) Upgrade Qyes I jno No fees required • no • no • no 10. Addition^Comments (^^^mension dwelling unit next to proposed panhandle drive /QMJL A^-ciJ^^^^^ ^B'^i^^l water meter(s) shown on plans, existing/proposed. wlieight of proposed retaining wall on panhandle drive. ^ ining wall should not extend past property line ytx-v^^''^^^ Q-r^-^a^ e/**-^ ^ te on plans property lines are proposed future dimensions ^Qj^ ^^AJULX^-^ riveway flare should not extend past front property line. t^r-trcfGeTon plans 10' City nght of way at front of lot and dimension from front rogextyJine to center line of street, ^"^ill you be putting in a new meter for the back dwelling or use existing? Attachments i E-36 Engineering Application Storm Water Form L Page 6 of 6 Right-of-Way Appllcatlon/lnfo L J Reference Documents • REV 6/01/12 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 This form is required for a!l pools, retaining walls or whenever a building footpnnt is enlarged. Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov STORM WATER COMPLIANCE CERTIFICATE ^ My project is not in a category of permit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Ctiapter 15 16 of the Carlsbad Municipal Code) My project will not result in 2 500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more ofthe additional following cntena • tocated within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or, • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area ts located along or within 30 feet of a storm drain inlet an open drainage channel or watercourse, and/or • construction will be initiated dunng the rainy season or w\\\ extend into the rainy season (Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS I UNDERSTAND AND ACKNOWLEDGE THAT 1 MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS, AND, (2) ADHERE TO, AND AT ALL TIMES COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD L( OWNER(S)/ At^NT NAME (PRINT) OWNER(S)/0WNER'S AGElVr IGNATURE) DATE STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2 THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 4 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE 6 ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORMATION tint-*' 1^4- Aije Site Address Assessor's Parcel Number ' OZO • 04- Project ID 5L012.0'4Q \ Constmction Permit No Estimated Construction Start Date Projecl Duration Months Emergency Contact Name ,lfcG> ^8^. 24 hour Phone Perceived Threat to Stonn Water Quality n Medium Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By Date E-29 Page 1 of 3 REV 4/30/10 STORM WATER Development Services CITY OF COMPLIANCE Building Division 1635 Faraday Avenue 760-602-2719 CARLSBAD ASSESSMENT Building Division 1635 Faraday Avenue 760-602-2719 B-24 www carlsbadca gov I am applying to the City of Carlsbad for the following type(s) of construction permit • Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electncal Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria^ Wo r/ireaMssessment Cntena • My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the 'no threat" assessment critena on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat cntena descnbed below TieKl -. Low Threat Assessment Criteria My project does not meet any of the Significant or Moderate Threat critena, is not an exempt permit type (See list above) and the project meets one or more of the following criferia • Results in some soil disturbance, and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) r/er2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Cnterta described below and meets one or more of the following critena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Cadsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance mcluding any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feel of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal lo 1 vertical, and/or • Disturbed area la located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) Tiers • • • • Significant Threat Assessment Criteria My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, stockpiling, pavement removal, refuelmg and maintenance areas and/or My proiect is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas or. My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-storm water diEchar9e(s) / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, / must still adhere to, and at all times during constructton activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to Citv Standards 'The Cily Engineer may authorise minor vanances from (he Storm Water Threat Assessment Cntena m special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted Project Address Assessor Parcel No ' \tlC> +• MIA P:^ 1o^>tle> oA.ot> Owner/Owner's Authorized Agent Narre Title Owner/Gin er'rTOtorizediaeiiFS^ijatu re Dale City^ncurrence ^ Date • YES QNO Project ID B-24 Page 1 of 1 Rev 03/09 STORM WATER STANDARDS Development Services Land Development Engineering QUESTIONNAIRE isas Faraday Avenue E-34 760-602-2750 wwv*/ carlsbadca gov INSTRUCTIONS To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP) Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits) The results ofthe questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional cntena called 'Pnonty Development Project Requirements' Many aspects of project site design are dependent upon the storm water standards applied to a project Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts City staff has responsibility for making the final assessment after submission of the development application If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete In this case, please make the changes to the questionnaire and resubmit to the City If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engmeenng staff A separate completed and signed questionnaire must be submitted for each new development application submission Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project Please answer the questions below, follow the instructions and sign the form at the end 1 Is your project a significant redevelopmenf^ DEFINmON Significant redevelopment ts defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site Signi^cant redevelopment includes, but is not limited to the expansion of a building footpnnt, addition to or replacement of a structure, structural development including an increase in gross floor area and/or exterior construction remodeling, replacement of an impervious surface that is not part of a routine maintenance activity, and land disturbing activities related with structural or impervious surfaces Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious matenal(s) are removed, exposing underlying soil dunng construction If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2 If your project IS NOT considered significant redevelopment, then please proceed to Section 1 E-34 Page 1 of 3 REV 4/30/10 STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more ofthe following criteria YES NO 1 Housing subdivisions of 10 or more tfwefftng units Examples condominium and apartments ^ single family homes, multi-famity homes, K Commercial - areater than 1-acre Any development other than heavy industry or residential Examples hospitals, laboratories and other medical facilities, educational institutions, recreational facilities, municipal facilities, commercial nurseries, multi-apartment buildings, car wash facilities, mini-malls and other business complexes, shopping malls, hotels, office buildings, public warehouses, automotive dealerships, airfields, and other light industrial facilities Heavv Industrial I Industry- areater than 1 acre Examples manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc ) V Automotive repair shop A facility categonzed in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 Restaurants Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing cntena requirements and hydromodificatior^ requirements y Hillside development Any development that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater y EnviroTjmentallv Sensitive Area (ESA)' All development located within or directly adjacent^ to or discharging directly^ to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition y 8 Parkina lot Area of 5,000 square feet or more, or with 15 or more parkmg spaces, and potentially exposed to urban runoff y 9 Streets, roads, highways, and freeways Any paved surface that is 5,000 square feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles y 10 Retail Gasohne Outlets Serving more than 100 vehicles per day and greater than 5,000 square feet X 11 Coastal Development Zone Anv project located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10% X 12 More than 1-acre of disturbance Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Projecf* X 1 Environmentally Sensrlive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments) water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basm (1994) and amendments), areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego and any other equivalent environmentally sensitive areas which have been identified by the Copermittees 2 Directly adjacent means situated within 200 feet of the Environmentally Sensitive Area 3 "Discharging directly lo means outflow from a drainage conveyance system that is composed entirely of flows from the sub]ect development or redevelopment site, and not commingled with flow from adjacent lands 4 Pollutant-generating Development Projects are those projects thai generate pollutants at levels greater than background levels In general these include all projects that contnbute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestnan or bicycle use are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow lo surrounding pervious surfaces Section 1 Results If you answered YES to ANY of the questions above your project is subject to Pnonty Development Project requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application If you answered NO to ALL of the questions above then your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Section 3 E'34 Page 2 of 3 REV 4/30/10 STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www carlsbadca gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project YES NO 1 Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1) If you answered NO, please proceed to question 2 If you answered YES, then you ARE a significant redevelopment and you ARE subject fo PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRlORlPi' DEVELOPMENT PROJECT requirements" box in Section 3 below 2 Is the project redeveloping an existing priority project type'' (Priority projects are defined in Section T If you answered YES, please proceed to question 3 If you answered NO, then you ARE NOT a significant redevelopment and your project ts subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below 3 Is the project solely limited to just one of the following a Trenching and resurfacing associated with utility work"? b Resurfacing and reconfigunng existing surface parking lots'' c New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads'? d Replacement of existing damaged pavemenf? If you answered NO to ALL ofthe questions, then proceed to question 4 If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements Please check the "does not meet PDP requirements" box in Section 3 below Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%'' If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS Please check the "does not meet PDP requirements" box in Section 3 below SECTION 3 Questionnaire Results My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Wafer Management Plan for submittal at time of application My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP Applicant Information and Signature Box This Box for Cily Use Only Address , A Assessor's Parcel Number(s) Applicant Name Applicant Title ^ Applicant SPanature » City Concurrence VES NO By Pro)ect ID E-34 Page 3 of 3 REV 4/30/10 RECORDING REQUESTED BY: Land Development Engineering CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA 92008 WHEN RECORDED MAIL TO: City Clerk CITY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad, CA 92008 Space above this line for Recorder's use CITY OF CARLSBAD NEIGHBORHOOD IMPROVEMENT AGREEMENT Permit No. PC12-53 Parcel No. 205-020-04-00 NIA No. NIA 12-06 THIS AGREEMENT (the "Agreement") is made this day of , 20 12 by and between the City of Carlsbad, a municipal corporation (the "City"), and, 1284 Pine Avenue Partners, a California Limited Liability Company, (the "Owner") RECITALS 1 Ovvner is the owner of real property located in the City of Carlsbad, California and descnbed in Exhibit 'A' attached hereto and incorporated herein by this reference (the "Property") 2 Owner has applied to the City for issuance of the above identified permit to authonze the devetopment of the Property (the "Development Permit") 3 The City has determined that additional public improvements may be necessary in the future in order to allow Owner to proceed with development and, therefore, the Property would be suitable for development as requested by Owner if certain public improvements as descnbed in Exhibit B attached hereto and incorporated herein by this reference (the "Improvements") are constructed. J \12 BUILDING PLANCHECK\PC120O53GHF\NEIGHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11} doc 4 The Municipal Code of the City of Carlsbad requires the dedication of the necessary nghts-of-way for and the construction by Owner of the Improvements or an agreement for the same for certain developments or building projects such as that proposed by owner 5 The Owner has requested that the City approve the Development Permit pnor to the construction of the Improvements 6 The City is willing to approve the Development Permit prior to the construction of the Improvements as requested by the Owner if Owner approves of and consents to the formation of an assessment distnct to include the Property for the purpose of financing the construction ofthe Improvements 7 For properties subject to the Alternative Streets Design process adopted by City Council Resolution, no assessment district shall be formed until completion ofthe Alternative Streets Design process NOW, THEREFORE, IT IS AGREED between the parties as follows Section 1^ Recitals. The foregoing recitals are true and correct Section 2^ City's Obligations. The City shall approve the Development Permit promptly following the execution of this Agreement by the Owner and compliance with al! applicable City ordinances and other requirements Section 3_ Owner's Obligations. Section 3 01 Owner's Consent to and Approval of Formation of an Assessment Distnct and Levy of Assessments In consideration for the approval of the Development Permit pnor to the completion of the constructton of the Improvements, Owner hereby consents to and approves of A the inclusion of the Property in an assessment district which may be formed by the City Council of the City for the purpose of financing the construction of the Improvements (the "Assessment Distnct"), B the levy of an assessment against the Property (the "Assessment") in an amount not to exceed the estimated cost of construction of the Improvements, together with the estimated incidental costs of such construction and the estimated costs of formation of the Assessment Distnct and issuance of any bonds to be issued to represent the Assessment The foregoing costs constituting the Assessment are set forth in Exhibit C attached hereto and incorporated herein by this reference The Assessment shall be subject to adjustment for inflation from the date first written hereinabove until the date the Assessment is confirmed and levied by the increase tn the Construction Cost Index for Los Angeles as contained in the Engineenng News Record or, if the Construction Cost Index for Los Angeles is no longer published, an equivalent index reasonably selected by the City Engineer In granting the consents and approvals set forth in this J \ 12 BUILDING PLANCHECK\PC120053GHF\NEIGHBORHDOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc Section 3 , Owner is acting for and on behalf of Owner, the Owner's successors, heirs, assigns, and/or transferees and intends that such consents and approvals shall be binding upon each and every such person Except as othenA/ise provided for in this Agreement, the consents and approvals given by Owner shall be irrevocable Section 3 02 Owner's Grant of a Proxy to the City for Assessment Ballot Procedure Owner hereby grants to the City a proxy to act for and on behalf of Owner, the Owner's successors, heirs, assigns, and/or transferees for the limited purpose of completing and submitting an assessment ballot in support of the levy of the Assessment in the proceedings to form the Assessment Distnct In granting such proxy, Owner is acting for and on behalf of Owner, the Owner's successors, heirs, assigns, and/or transferees and intends that such proxy shall be binding upon each and every such person Except as otherwise provided for in this Agreement, the proxy granted by Owner shall be irrevocable Section 4 Owner's Representations and Waiver of Rights. Section 4 01^ Owner's Representations Owner hereby represents as follows A Owner understands and acknowledges that 1 Article XIIID of the Constitution of the State of California ("Article XIIID") and the Proposition 218 Omnibus Implementation Act (Government Code Section 53750 and following) (the "Implementation Act") (Article XIIID and the Implementation Act may be referred to collectively as the "Assessment Law") establish certain procedures and requirements which apply when any agency such as the City considers the levy of assessments upon real property 2 The requirements established by the Assessment Law include the following a The proportionate special benefit denved by each parcel to be assessed must be determined in relationship to the entirety of the capital cost of the improvement for which the assessment is to be levied, b No assessment may be imposed on any parcel which exceeds the reasonable cost of the proportional special benefit conferred on that parcel from the improvement for which the assessment ts to be levied, J \ 12 BUILDING PLANCHECK\PC120053GHF\NEIGHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc c Only special benefits are assessable, and d Parcels within an assessment distnct that are owned or used by any agency, the State of California or the United States of Amenca shall not be exempt from assessment unless the agency proposing to levy the assessment can demonstrate by clear and convincing evidence that those publicly owned parcels in fact receive no special benefit from the improvement for which the assessment is being levied The procedures established by the Assessment Law include a The agency which proposes to levy an assessment (the "Agency") shall identify all parcels which will have a special benefit conferred upon them from the improvement for which the assessment is proposed to be levied and upon which an assessment is proposed to be imposed b All assessments must be supported by a detailed engineer's report prepared by a registered professional engineer certified by the State of California c Prior to levying a new assessment , the Agency must give wntten notice by mail (the "Assessment Notice") to the record owner, i e , the owner of a parcel whose name and address appears on the last equalized secured property tax roll, of each parcel proposed to be assessed The Assessment Notice must include (i) the tota! amount of the proposed assessment chargeable to the entire assessment distnct, (ii) the amount chargeable to the record owner's parcel, (in) the duration of the assessment payments, (iv) the reason for the assessment, (v) the basis on which the amount of the proposed assessment was calculated, and (vi) the date, time and location of a public heanng on the proposed assessment d The Assessment Notice must contain an assessment ballot that includes a place where the person returning the assessment ballot may indicate his or her name, a reasonable identification of the parcel, and his or her support or opposition to the proposed assessment The Assessment Notice must also include, in a conspicuous place, a summary of the procedures for the completion, return and tabulation of assessment ballots J \ 12 BUILDING PLANCHECK\PC120053GHF\NEIGHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc e At the time, date and place stated in the Assessment Notice, the Agency shall conduct a public heanng upon the proposed assessment At such public heanng, the Agency shall consider all objections or protests, if any, to the proposed assessment At such public heanng, any interested person shall be permitted to present written or oral testimony f At the conclusion of the public heanng, the Agency shall tabulate the assessment ballots submitted, and not withdrawn, in support or opposition to the proposed assessment If there is a majority protest against the imposition of a new assessments, the Agency may not impose the assessment A majonty protest exists if the assessment ballots submitted, and not withdrawn, in opposition to the proposed assessment exceed the assessment ballots submitted, and not withdrawn, in favor of the proposed assessment In tabulating the assessment ballots, the assessment ballots shall be weighted by the amount of the proposed assessment to be imposed upon each parcel for which an assessment ballot was submitted 4 The descnption ofthe requirements and procedures established by and contained in the Assessment Law set forth above are intended only to summarize certain of such requirements and procedures 5 The City would not agree to issue the Development Permit prior to the construction of the Improvements unless the City is assured that it will be legally able to impose the Assessment on the Property The assurance of the City's legal ability to impose the Assessment on the Property is both a matenai inducement to and a matenai consideration for the City to enter into this Agreement and agree to issue the Development Permit pnor to the construction of the Improvements B Owner has had a reasonable opportunity to thoroughly read and review the Assessment Law in its entirety and has further had a reasonable opportunity to consult with Owner's attorney regarding the Assessment Law and the terms and conditions of this Agreement Section 4 02 Waiver of Rights A In consideration of the approval by the City of the Development Permit prior to the construction of the Improvements, Owner hereby waives Owner's nghts under the Assessment Law to J V12 BUILDING PLANCHECK\PC120053GHRNEIGHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc 1 object or protest the ordering by the City of the construction of the Improvements and the imposition of the Assessment at such public heanng so long as the amount of the Assessment does not exceed the amount set forth m Exhibit C hereto adjusted for inflation pursuant to Section 3 01B above, 2 submit an assessment ballot in support of or in opposition to the imposition of the Assessment so long as the amount of the Assessment does not exceed the amount set forth in Exhibit C hereto adjusted for inflation pursuant to Section 3 01B above, and 3 file or bnng any protest, complaint or legal action of any nature whatsoever challenging the validity of the proceedings to form the Assessment District and/or the validity of the imposition of the Assessment on the Property B In order that the City may be assured of its ability to legally impose the Assessment on the Property and, therefore, be willing to enter into this Agreement and agree to approve the Development Permit pnor to the construction of the Improvements, Owner represents and warrants that Owner has knowingly, intelligently and voluntanly waived for and on behalf of Owner, Owner's successors, heirs, assigns and/or transferees, each and every one of the rights specified in Section 4 02A above C For properties subject to the Alternative Streets Design process adopted by City Council Resolution, nothing in this waiver of nghts section is intended to waive the owner's ability to participate in the Alternative Streets Design process Section 5 Alternative Satisfaction of Owner's Obligations Owner's obligations under Section 3 above may be satisfied by paying the amount set forth in Exhibit "C" adjusted for inflation at any time pnor to the formation of the assessment in which case a release of this Agreement shall be recorded in the office ofthe San Diego County Recorder Section 6 General Provisions. Section 6 01 Conflict with Other Agreements or Requirements of the Citv Except as specifically provided in this Agreement, nothing contained herein shall be construed as releasing Owner from any condition of development of the Property or requirement imposed by any other agreement with or requirement of the City Section 6 02 General Standard of Reasonableness Any provision of this Agreement which requires the consent, approval, discretion or acceptance of any party hereto or any of their respective employees, officers or agents shall be deemed to J \12 BUILDING PLANCHECK\PC120053GHRNEIGHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc require that such consent, approval or acceptance not be unreasonably withheld or delayed, unless such provision expressly incorporates a different standard Section 6 03 Entire Agreement, Amendment This Agreement contains all of the agreements of the parties hereto with respect to the matters contained herein and no prior or contemporaneous agreement or understandings, oral or written, pertaining to any such matters shall be effective for any purpose No provision of this Agreement may be modified, waiver, amended or added to except by a writing signed by the party against which the enforcement of such modification, waiver, amendment or addition is or may be sought Section 6 04 Notices Any notice, payment or instrument required or permitted by this Agreement to be given or delivered to either party shall be deemed to have been received when personally delivered or seventy-two (72) hours following deposit of the same in any United States Post Office in California, registered or certified, postage prepaid, addressed as follows Owner David/Adam Fischbach 1825 South Coast Highway Oceanside CA 92054 City City of Carlsbad Attn City Manager 1200 Carlsbad Village Dr Carlsbad CA 92008 Each party may change its address for delivery of notice by delivering written notice of such change of address to the other party Section 6 05 Successors and Assigns This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto Section 6 06 Governing Law This Agreement and any dispute ansing hereunder shall be governed by and interpreted in accordance with the laws of the State of California Section 6 07 Waiver Failure by a party to insist upon the stnct performance of any of the provisions of this Agreement by any other party, or the failure by a party to exercise its nghts under the default of any other party, shall not constitute a waiver of such party's right to insist and demand strict compliance by any other party with the terms of this Agreement thereafter. Section 6 08 Singular and Plural. Gender As used herein, the singular of any work includes the plural, and terms in the masculine gender shall include the feminine J V12 BUILDING PLANCHECK\PC120C53GHF\NE1GHBORHOOD IMPROVEMENT AGREEMENT (approved 2-3-11) doc Section 6 09 Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an onginal Section 6 10 Construction of Agreement This Agreement has been reviewed by legal counsel for both the City and the Owner and shall be deemed for all purposes to have been jointly drafted by the City and the Owner No presumption or rule that ambiguities shall be construed against the drafting party shall apply to the interpretation or enforcement of this Agreement The language in all parts of this Agreement, in all cases, shall be construed as a whole and in accordance with its fair meaning and not stnctly for or against any party and consistent with the provisions hereof, in order to achieve the objectives of the parties hereunder The captions of the sections and subsections of this Agreement are for convenience only and shall not be considered or referred to in resolving questions of construction Section 6 11 Recitals, Exhibits Any recitals set forth above and any attached exhibits are incorporated by reference into this Agreement Section 6 12 Authonty of Signatories Each signatory and party hereto hereby represents and warrants to the other party that it has legal authority and capacity and direction from its pnncipal to enter into this Agreement, and that all resolutions and/or other actions have been taken so as to enable such party to enter into this Agreement Section 7 Covenant Running with the Land The parties hereto intend that the burdens and obligations of the Owner under Section 3 above constitute a covenant running with the land and that such covenant shall be binding upon all transferees ofthe Property [End of page Next page is signature page ] J\12 BUILDING PLANCHECK\PC120053GHF\NEIGH80RHOOD IMPROVEMENT AGREEMENT (approved 2 3 11) doc [Signature Page] Signed by the Owner this day of , 20 OWNER 1284 Pine Avenue Partners, LLC a California Limited Liability Company By (Sign here) DAVID P FISCHBACH (Pnnt name here) Owner (Title) (Proper notary acknowledgement of execution by Owner must be attached ) (Chairman, president or vice-president and secretary, assistant secretary, CFO or assistant treasurer must sign for corporations Otherwise, a corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowenng the officer{s) signing to bind the corporation ) CITY OF CARLSBAD, A municipal corporation of the State of California LISA HILDABRAND City Manager By GLEN K VAN PESKI, P E City Engineer APPROVED AS TO FORM RONALD R BALL City Attorney By Assistant City Attomey EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY THE SOUTHEASTERLY HALF OF LOT 9 IN SUBDIVISION OF TRACTS 114 AND 120 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1744, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY TOGETHER WITH THE NORTHWESTERLY 10.00 FEET OF PINE AVENUE, ADJOINING SAID LOT 9 ON THE SOUTHEAST AS VACATED BY RESOLUTION NO. 559, RECORDED BY THE CITY OF CARLSBAD JUNE 16, 1959 AS FILE NO. 121316 OF OFFICIAL RECORDS. 10 EXHIBIT B DESCRIPTION OF THE IMPROVEMENTS PAVING BASE SIDEWALK CURB & GUTTER PAVEMENT PREP CLEAR & GRUB UNDERGROUND UTILITIES SEWER WATER FIRE HYDRANT STREET LIGHT DRIVEWAY APROACH DESIGN (15%) CONTINGENCY (20%) ASSESS DISTRICT COST PLAN CHECK INSPECTION 11 EXHIBIT C THE ASSESSMENT Permits Date: Entered By PC 12-53 October 25, 2012 KML Frontage'{LF) Drive Way Width (LF) Sidewalk Width.(LF) 90 79 20 PAVING BASE SIDEWALK CURB & GUTTER PAVEMENT PREP CLEAR & GRUB UNDERGROUND UTL SEWER 1^ WATER S FIRE HYDRANT ^ STREET LIGHT DRIVEWAY APROACH SUBTOTAL DESIGN (15%) CONTINGENCY (20%) ASSESS DISTRICT COST PLAN CHECK INSPECTION TOTAL Quantity Cosf 1679 615 SF $2,939 1906 59 SF $1,335 353 95 SF $1,416 70 79 LF $1,416 1679 615 SF $840 2723 7 SF $953 90 79 LF $13,619 90 79 LF $6,537 90 79 LF $5,266 03 EA $1,211 03 EA $1,816 200 SF $1,400 $38,746 $5,812 $7,749 32,500 $930 $465 $56,202 12 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www rarkhadrs gov DATE: 10/5/12 PROJECT NAME: 1274/1276 Pine Avenue Residence PROJECT ID: PRE 12- PUN CHECK NO: PC 12-0053 SET#: 1 ADDRESS: 1274/76 Pine Avenue APN: 205-020-04-00 This plan check review is complete and has been APPROVED by the Division. By: [pcrt^'^'^d^ A Final Inspection by the Planning Division is required ^ Yes • No You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance ofa buiiding permit. Resubmitted pians should include corrections from aU divisions. ^ This plan check review Is NOT GOIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Paul Longton For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 Chris Sexton 760-602-4624 Chris Sexton@carlsbadca gov Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov Greg Ryan 760-602-4663 Gregory Rvan@carlsbadca eov 1 1 Gma Ruiz 760-602-4675 Gma Ruiz@cartsbadca gov Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov 1 Cindy Wong 760-602-4662 Cvnthia Wone@carlsbadca gov X Greg Fisher 760-602-4629 Greg fisher@carlsbadca Sov • Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: REVIEW #• Plan Check No PC12-0053 Address 1274/76 Pine Avenue Date 10/5/12 Review #1 Planner Greg Fisher Phone (760) 602- 4629 Type of Project & Use Proposed SFR Net Project Density DU/AC Zoning General Plan RLM/RM Facilities Management Zone ^ CFD (in/out) #_Date of participation Remaining net dev acres (For non-residential development Type of land use created by this permit 12 3 Legend M Item Complete • Item Incomplete - Needs your action ^ • • Environmental Review Required- YES • NO ^ TYPE DATE OF COMPLETION Compliance with conditions of approval If not, state conditions which require action Conditions of Approval • • Discretionary Action Required. YES • NO ^ TYPE APPROVAL/RESO NO DATE Existing residence and garage to be removed prior to owner calling for final inspection, therefore, propertv will onlv have one residence located on lot PROJECT NO OTHER RELATED CASES Compliance with conditions or approval*? If not, state conditions which require action Conditions of Approval ____ • n Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES • NO M CA Coastal Commission Authority? YES • NO |^ If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) • • Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') • • Inclusionary Housing Fee required YES • NO ^ (Effective date of Inclusionary Housing Ordinance - May 21,1993 ) Data Entry Completed? YES • NO • (A/P/Ds, Activit/ Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') • • Housing Tracking Form (form P-20) completed. YES • NO • N/A ^ P-28 Page 2 of 3 07/11 Site Plan* ^ • • Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal descnption of property and assessor's parcel number City Council Policy 44 - Neighborhood Architectural Design Guidelines ^ • • 1 Applicability YES • NO ^ • • • 2 Project complies YES • NOD • • Zoning. 1 Setbacks Front Intenor Side Street Side Rear Top of slope Required 20 Shown 20 Required 9J. Shown 90 Required N/A Shown Required 18_2 Shown 19 8 Required N/A Shown 2 Accessory structure setbacks Front Intenor Side Street Side Rear Structure separation Required Shown Required Shown Required Shown Required Shown Required Shown • • 3 Lot Coverage • • 4 Height height limit) Reauired ,40% or less Shown 32% Required 24 feet Shown 24 feet (tower element mav exceed • • 5 Parking Spaces Required 2 Shown 5 Residential Guest Spaces Required 1 Shown ^ Additional Comments 1) Existing garage and residence must be removed pnor to calling for a final inspection 2) Please return the notice of restriction for the second dwelling unit 3) Correct the side vard setback requirement (10% of 90 9") 3) Please correct the roof deck sguare footage OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER p-28 Page 3 of 3 07/11 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 This form is required for all pools, retaining walls or v/henever a building footpnnt is enlarged Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 ww/w carlsbadca gov STORM WATER COMPLIANCE CERTIFICATE >^ My project is nol in a category of permit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area witti a significant potential for contnbuting pollutants to nearby receiving waters by way ot storm water runoff or non-storm water discfiarge(s) ^ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code) >^ My project will not result in 2.500 square feet or more of soils disturbance including any associated constmction staging, stockpiling, pavement removal, equipment storage refueling and maintenance areas that meets one or more ofthe additional following cntena • located wvthin ZOO feet of an environmentally sensitive area or the Pacific Ocean, and/or • disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • construction will be initiated dunng the rainy season or will extend into the rainy season {Oct 1 through Apnl 30) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT 1 AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS I UNDERSTAND AND ACKNOWLEDGE THAT 1 MUST (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS AND (2) ADHERE TO, AND AT ALL TIMES. COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD OWNER{S)/i C?V\<^Ov-s AGENT NAME (PRINT) 0WNER(S)/£3WNER'S AGElVr IGNATURE) DATE STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT 2 THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3 THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 4 ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5 ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE 6 ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED SPECIAL NOTES PROJECT INFORMATION Site Address t^l^-V P:^^ Assessor's Parcel Number ' 02t> • 04- -^O Project ID SlO IZ. O^-H \ Construction Permit No CfelZ.1^^^ Estimated Construction Start Dale Project Duration ^ Months Emergency Contact Name 24hourPhonel^ ^1 Perceived Threat to Storm Water Quality n Medium Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By Date E-29 Page 1 of 3 REV 4/30/10 RECORD copy 6473 Camino del Parque Carisbad. CA 92011 (760) 476-1008 SPIROLANDSURVEY ©GMAIL NET M.C. SPIRO ANDASSOOATES November 1, 2012 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad,CA 92008 City of Carlsbad DEC 1 8 2012 BUILDING DIVISION • v This IS to certify that the building setbacks at 1274-1276 Pine Avenue Carlsbad conform to the approved plans. Setbacks are 11' on the west, 15'9" on the east, 20' on the south and 19'8 ' on the north. The top of the forms elevation is 108.0'. Michael C. Spiro L.S.5567 exp 9-30-13 Kramer Engineering Services, Inc. 4901 Morena Blvd., Suite 1001 San Diego, CA 92117 Tel: (858) 274-9860 Fax: (858) 274-9861 October 9, 2012 Ray Fuller EsGil Corporation Title 24 Area Conflict Explanation Dear EsGil Corporation, This letter is to explain the area conflicts between the plans and the energy calculations (PC12-0053 Issue 15) Please see table below for the area breakdown Area Stated on SPI (SO FT) Area Stated on Energy Calculations (SQ FT) 4,642 4,980 Entire Building -135 2"^ Floor Stairs -59 Closet Under Entry Stairs -9 Wall Areas 4,642 4,642 Adjusted Total Areas Per section 1 8 (page 1-20) ofthe Residential Manual, the conditioned floor area includes the stair area on all floors, indirectly conditioned spaces (such as closets under the stairs), and the exterior walls The area specified on SP1 (Architectural Plans) IS based on the "habitable" area and therefore only counts the stairs once and omits the low ceiling closet under the entry stairs See the excerpt below for the State Energy Commissions definition of Conditioned Floor Area "Conditioned floor area (CFA) is the total floor area (in square feet) of enclosed conditioned space on all floors of a building, as measured at the floor level of the extenor surfaces of exterior walls enclosing the conditioned space [§101] This term is also referred to in the Standards simply as the floor area This is an important value for the purpose of compliance smce annual energy use is divided by this value to obtain the energy budget In the prescnptive packages, the maximum fenestration area is expressed as a percentage of this value CFA is calculated from the plan dimensions of the building, including the floor area of all conditioned and indirectly conditioned space on all floors It includes lofts and mezzanines but does not include covered walkways, open roofed-over areas, porches, pipe trenches, exterior terraces or steps, chimneys, roof overhangs or parking garages Unheated basements or closets for central gas forced air furnaces are also not included, unless shown to be indirectly conditioned The floor area of an intenor stain/vay is determined as the CFA beneath the stairs and the tread area ofthe stairs themselves See Figure 1-2 for an example of how CFA ts calculated " Area 2 (condiSioned Space Outlmed) unheated Garage Note Do not count unconditKsied spsce NOTE Stair area shouki £« included in both the 1st and Snd Roorareas Second Floor Rrst Floor Area 1 (C<mditKvied Space Outlmed) Note Measure from extenor surfaces of extenor pariions Tote! ramditroned floor area = Area 1 + Area 2 Figure 1-2- Total Conditioned Floor Area Huanming Cong, EIT Kramer Engineenng Services, Inc October 12, 2012 PrOj No 12-0808-PL/F Mr David Fischbach c/o Kevin P Bresnahan 3031 Ridge Creek Dr Fallbrook, California 92028 SUBJECT; REVIEW OF FOUNDATION DESIGN 0.26+/- Acres, Lot 9, PM 1744, APN 205-020-04 1284 Pine Avenue, Carlsbad, California Reference "Preliminary Geotechnical Investigation, Single-Lot, Residential Development, 0 26+/- Acres. Lot 9, PM 1744, APN 205-020-04, 1284 Pine Avenue, Carlsbad, California". Report Dated August 20, 2012, by ESI, LLC, Report No 12-0808-PL Gentlemen We have reviewed the foundation pians for the above referenced site prepared by Paul Longton, AIA for compliance with the recommendations of the above referenced report The foundation design is in substantial conformance with the design recommendations presented in the referenced report, and is approved by this office ESf, LLC IS the Geotechnical ^ngii development We concur Respectfully Submitt S. Pat Rymer, RC Registration Expires 3- ecord with regard to grading and site bf the above referenced report 41659 Date Street, Ste #202 • Mumeta. CA 92562 • 8(951)461-3111 ^(951)461-3133 STRUCTURAL CALCULATIONS ISSUE DATE 8/28/2012 Pi^OJEGT Description 1 Custom Duplex Client Beachfront Builders Name Pine Ave Duple;< DESIGN CRJTBIUA Building Type Construction Beanng wall system Stud walls, sawn lumber wood timbers, plywood sheathing Steel ASTM A36 rolled shapes & plotes ASTM A53 pipe columns ASTM A600 type B tube columns grade 40 A 60 reinforcing bars j Codes 2010 CBC & 2010 CRC MSCE 07-05, 2005 NDS Concrete 2,500 psi at 28 days, UNO \ Higher strength where noted Wood Studs - Stud grade. Standard A btr Posts - Standard d better Beams - DF#2 or better Joists - I-Joists GLBs - 24F-1 SE LSL - laminated strand nms and beams LVL - laminated veneer microlam beams and joists PSL - parallel strand beams Masonry 1,500 psi grade N standard weight Concrete Masonry Units Soils A bearing i P/T slab design by others BUILDING LOADS - - > -'l-l" 1 Roof Loads psf Fioor Loads Lt wt topping Roofing (tile) 95 Floor Finish (carpet) 12 11 2 Shaath mg 14 Sheathing 20 20 Rafters or trusses 32 Joists 26 2 6 Ceiling 22 Ceiling 26 2 6 Misc & insulation 17 Misc & insulation 3 6 3 6 Total Roof DL 18 0 psf Total Floor DL 12 0 psf 22 0 psf Roof Live Load (less than 4 12 pitch) 20 psf Floor Live Load 40 psf Roof Live Load (4 12 pitch or steeper) 16 psf Balcony Live Load 40 psf Roof Live Load (12 12 pitch or steeper) 12 psf Exit Live Load 100 psf Exterior Walls psf Interior Walls psf psf Stucco or siding 80 Shear panel 20 Studs 11 Studs 11 11 Gypsum board 2 2 ©ypsum board 44 44 Misc & insulotion 27 Misc & insulation 25 25 Total Wall DL 14 0 psf Total Wall DL 8 Opsf 10 0 psf SwQnson &. Associates 17055 Via Del Campo, Suite 100, San Diego, CA 92127 Section Properties <& Design Loads 2010CBC/CRC -3 o -o (A C7 lO 3 o D CL 01 Moment Roof Loads Floor Loads (w) Allowable Uniform Loads Nominal Actual Area Section of LDF : 125 LDF = 100 (plf) Size. Size Modulus Inertia Allovuable Allowable Spon m feet for beam or joist sizes Cb)X (d) (A) (S) CI) Shear Moment Shear Moment Normal duration. Laterally fully braced. repetitive member increase for 2x members inches in" {lbs) (Ib-ft) (lbs) (Ib-ft) 3ft 4ft 5f|-6 ft 7ft 8ft 9 ft 10 ft lift 12 ft 13 ft 14 ft 15 ft 16 ft 17 ft 18 ft 19 ft 2x4 15x35 5 25 3 06 5 36 788 211 630 169 150 84 54 38 28 21 17 14 11 8 7 5 4 3 3 2 2 2x6 16x65 8.25 7 56 20 8G 1,23S 1,060 990 848 754 424 271 IBS 138 106 B4 63 48 37 29 23 19 15 13 11 9 2x8 15x7 25 10 88 13 14 47 63 1,631 1,700 1,305 1,360 1,094 680 435 302 222 170 134 109 90 76 64 53 43 35 30 25 21 2x10 13 B8 21.39 9B 93 2 537 1,665 2,02-9 1,094 820 649 m 331 254 20O 162 134 113 96 S3 7S -63 56 SO 44 2x12 15 X 11 25 16 88 31 64 177 98 2,531 3,411 2,025 2,729 1.094 820 656 547 446 341 270 218 180 152 111 97 85 76 67 60 2x14 15^x13 35 19 sa 2^076 2 981 42S9 2,385 3,407 1,094 820 656 547 469 410 336 273 £25 189 m 139 121 106 94 84 76 4x4 3 5x35 12 25 715 12 51 1,838 1,005 1,470 804 715 402 257 176 111 74 52 38 29 22 17 14 11 9 8 7 6 4x6 35x55 1925 17 65 43 53 2,8 8& 2,151 2,310 1,720 1,529 860 551 3B2 281 215 170 ISS 111 86 67 54 44 36 30 25 22 4x8 3 5 x 7 25 25 38 30 66 11115 3,806 3,737 3 045 2,989 2188 1,495 957 664 488 374 295 239 198 166 J42 122 100 83 69 58 49 4x10 5 X 9 £5 3^36 4991 25Q S4 4,856 5,615 3,885 4,492 3J993 2,246 1,437 998 733 562 444 35^ 2^7 mt} 213 183 160 140 124 Ul 100 4x12 3 5x1125 39 38 73 83 41528 5,906 8,459 4,725 6,768 4,375 3,281 2166 1,504 1,105 846 668 541 447 376 320 276 241 eu 187 167 150 4x14 3 5 X 13 Z5 46 3e 102 41 678 48 6,956 10,668 5,565 8,534 4,375 3,281 2,625 1,897 1,393 1,067 843 683 564 474 4Q4 348 303 267 •236 211 189 4x16 3 5 X 15 25 53 38 135 66 1.034 42 8,006 14,131 6,405 11,305 4,375 3,281 2,625 2188 1,846 1,413 U17 904 747 628 535 461 402 353 313 279 251 6x4 S 5 X 3,5 19,25 il 23 I9.6S 2,8 B8 1,437 2,310 t,lS0 1,022 57S 368 255 175 117 82 60 45 35 27 22 18 15 12 10 9 6x6 55x55 30 25 27 73 76 26 4,285 3,466 3,428 2,773 Z,465 1,386 887 616 453 347 274 222 175 134 106 85 69 57 47 40 34 6KS 55x75 4-125 51 56 193 36 5,844 6 445 4,675 5,156 3,438 2,57S 1,650 1.146 842 645 509 413 341 286 244 210 175 144 120 101 86 6x10 55x9 5 52 25 8273 392 96 7,402 11,634 5,922 9,307 6,875 4,654 2,978 2,068 1,520 1,163 919 745 615 517 441 380 331 291, 244 205 175 6x12 5,5 X U 5 63 25 i2i 23 697,07 8,960 17,04S 7,16B 13 63B 6,875 5,156 4.125 3,031 2,227 1.703 1,347 1 091 902 75B 646 557 4$B 426 378 337 302 6x14 55x13 5 74 25 167 06 1,127 67 10,519 23188 8,415 18,550 6,875 5,156 4,125 3,438 2 946 2,3}9 ^.S3^ 1,454 1,226 1,031 878 757 660 580 513 458 411 6x16 5.5 X16 5 90 75 249 56 2,058 89 12,856 33,375 10,285 27,100 6,875 5156 4,125 3 438 2,946 2,578 2,292 2,063 l,7$2 1,506 1,283 1,106 964 347 7m 66^ 601 H" Timberatrand LSL nm board & 1 |-" Timberstrond LSL l4-xiliL5L 1 25 X 11,88 1484 Z^M 174 43 9 215 9,618 7,372 7.695 1,808 1,356 1,085 904 775 678 592 432 325 250 197 157 128 105 88 74 63 Hxl4 LSL 125 X14 0 17 50 40 83 285 83 10,865 13 168 8,692 10,534 1,808 1,356 1,085 904 775 678 603 543 493 410 322 258 210 173 144 121 103 15-X16 LSL 125 X 16 D 2000 53 33 426 67 12,417 16,989 9.933 13,591 1808 1 356 1.085 904 775 678 603 543 493 452 417 385 313 258 215 181 154 Uxlli LSL i 75 X 1188 20 78 4113 244 21 5,368 9,971 4,295 7,977 1,633 1.225 980 817 700 613 544 490 445 404 318 254 207 170 142 120 102 1^x14 LSL 175x140 24 5Q 57,17 40017 6.329 13,650 5,063 10,920 1,633 1,225 980 817 700 613 544 490 445 408 377 350 327 279 233 196 167 lixl6 LSL 175x160 28 00 74 67 597 33 7,233 17,611 5,787 14,089 1,633 1,225 980 817 700 613 544 490 445 408 377 350 327 306 288 272 249 3|-" Timberstrand LSL 3ix4i LSL 3 5x4 38 15 31 1117 24 42 5,104 2,170 4,083 1,736 1,543 868 484 280 176 118 83 60 45 35 28 22 18 15 12 10 9 34x51 LSI 35x55 19^5 17 $S 46 53 6^17 3 557 5,133 2,6&6 2.380 J,343 869 556 350 235 165 120 90 70 55 44 36 29 24 21 18 3ix7^ LSL 3 5 X 7 25 25 38 30 66 11115 8,458 5,687 6,767 4,550 2.380 1,785 1,428 1,011 743 538 378 275 207 159 125 100 82 67 56 47 40 S4-X8| LSL 3 5 X 8,6^ 3D 19 43 3^ 187 14 10 06 a 7922 B,050 6,337 2,380 1,785 1,428 1.190 1,020 792 626 463 348 268 211 169 137 113 94 79 68 3ix9i LSL 3 5x95 33 25 52 65 250 07 8 590 13,027 6,872 10,422 5,600 4,200 3,335 2,316 1,702 1.503 980 714 537 413 325 260 212 174 145 123 104 SixlH LSL 3 5 XII £5 7^,B3 415 28 10,175 17,987 8,136 14 38^ 5 600 4,200 3,360 2 800 2,349 1,799 1,421 1451 891 687 540 432 352 290 242 203 173 Sixlli LSL 3 5x11 88 4156 82 26 488 41 10,737 19,941 8,590 15,953 5 600 4 200 3,360 2,800 2,400 1,994 1^76 1,276 1,048 808 635 509 413 341 284 239 203 3fxl4LSL i3.Sxl4 0 49 00 ll4 33 B0033 12,655 27,300 10127 21,840 5,600 4,200 3,360 2,800 2,400 2,100 1,367 1,680 1,213 1,034 833 678 558 465 392 333 3^x16 LSL 3 5 X 16 0 56 00 149 33 1,194 67 14 467 35 222 11,573 28 178 5,600 4 200 3,360 2.800 2,400 2.100 1,867 1,680 1,527 1400 1,292 U50 1,002 833 695 585 498 1 At roof looding conditions where shear or bending governs, use a 125 LDF odjustment to the above values 2 At roof loodmg conditions where deflection governs, use a 115 deflection adjustment factor to the above values 3 Shading in the span / allowable uniform load table mdicotes that bending (F'b) governs Shear governs to the left of the shading, and deflection governs to the right ro Section Properites <& Design Loads 2010 cec/CRC 0^ (Si n "3 o -a -+ W C7 01 LO 3 (— o D Q- Moment Roof Loads Floor Loads (w) Allowable Uniform Loads Nominal Actual Area Section of LDF 125 LDF 100 Size Size Modulus Inertia Allowable Allowable Span in feet for beam or joist sizes (b)x(d) CA) (S) (I) Shear Moment Shear Moment Mormal duration. Laterally fully braced, repetitive member mcrease for 2x members inches in^ in^ in^ (lbs) (ib-ft) (lbs) (Ib-ft) 10 ft lift 12 ft 13 ft 14 ft 15 ft 16 ft 17 ft 18 ft 19 ft 20 ft 21ft 22 ft 23 ft 24 ft 25 ft 26 ft H" Microllam LVL 1^x9^ LVL 1,75 ^ 9,5 16.63 26 32 125 03 3,948 7,359 3,159 5.887 453 340 262 206 165 134 110 92 78 66 57 49 42 37 33 29 26 1^x111 LVL 175x11 88 20 78 4113 244 21 4,936 11155 3,948 8,924 714 590 496 402 322 262 216 180 152 129 110 95 83 73 64 57 50 ll>;14 LVL 175 ?i 14 0 24 50 57,17 40017 5,819 115,161 4,655 12,129 9-70 802 674 574 495 429 354 295 248 211 181 156 136 119 105 93 82 lfxl6 LVL 175 x 16 0 28 00 74 67 597 33 6,650 19,446 5,320 15,557 1,245 1,029 864 736 635 563 486 431 371 315 270 233 203 178 156 138 123 If xl5 LVL I ;5 X le 0 31 50 94 60 S50 50 7,481 24,221 5^985 19,377 1,531 1148 919 766 656 574 510 459 418 383 353 328 289 253 223 197 175 2 69" (2 11/16") Parallam PSL 2 69x9i PSL 2 69 X 9 5 25 53 40 42 19202 6,170 12,532 4,936 10^26 731 550 423 333 267 217 179 149 125 107 91 79 69 60 53 47 42 2 69x11^ PSL 2 69 X 1188 3191 63 16 375 03 7,713 19,103 6,170 15,282 1,223 1,010 827 650 521 423 349 291 245 208 179 154 134 117 103 91 81 2 69x14 PSL 2 69 X 14 0 37 63 87 79 614 54" 9,093 26,070 7,274 20,856 1,669 1,379 1,159 987 851 694 572 477 401 341 293 253 220 192 169 150 133 2 69x16 PSL 2 69 X 16 0 43 00 114 67 917 33 10,392 33.550 8,313 26,840 2,147 1,77s 1,491 1,271 1,096 954 839 711 599 509 437 377 328 287 253 224 199 2 69x18 PSL 2 69 K18 0 48 3B 145 13 1,306 13 Il,6?l 41,911 9,353 33,528 2 6B2 2 217 1,863 1,587 1.369 1192 1048 928 828 725 622 537 467 409 360 318 283 3i" Parallam PSL 3^^9|PSL 35x95 33 26 52 65 250 07 8,035 16,321 6,428 13,057 953 716 551 434 347 282 233 194 163 139 119 103 89 78 69 61 54 3ixlli PSL 3 5x 1188 4156 82 26 488 41 10,044 24,878 8,035 19,902 1,592 1,316 1,077 847 678 551 454 379 319 271 233 201 175 153 135 119 106 3|xl4PSL 3 5 X 49,00 114,33 800,33 11,342 33,952 9,473 27,162 2,173 1796 1,509 1,286 1109 903 744 621 523 445 381 329 286 251 221 195 173 3fxl6 PSL 3 5x160 56 00 149 33 1194 67 13,533 43,693 10,827 34,955 2,795 2,311 1,942 1,655 1,427 1,243 1092 926 780 664 569 491 427 374 329 291 259 ai-xiem 3,5x180 63 00 189,00 170100 15,225 54,581 12,180 43,665 5^493 2,837 2,426 2.067 1,782 1,553 U65 1,209 1,078 945 810 700 609 533 469 415 369 5|-" Parallam PSL 5^X9i PSL ^25>;g5 49 88 78 97 37510 12^53 24,482 9,643 19,585 1,429 1074 827 650 521 423 349 291 245 208 179 154 134 117 103 91 81 5^xlH PSL 525X1188 62 34 123 39 732 62 15,066 37,317 12,053 29,854 2,388 1,974 1,615 1,270 1,017 827 681 568 479 407 349 301 262 229 202 179 159 5I-X14PSL 5 25x14 0 73,50 I7i 50 1,200 50 17,763 50,-926 14,210 40,743 3^59 2,694 2,263 1,929 1,663 1,355 1,117 931 784 667 572 494 430 376 331 293 260 5^x16 PSL 5 25 X16 0 84 00 224 00 1,792 00 20,300 65,540 16,240 52,432 4,195 3,467 2.913 2,482 2,140 1,864 1,639 1,390 1171 995 853 737 641 561 494 437 388 5ixl8 PSL 5 25 X18 0 94 50 283 50 2,551 50 22,838 81,872 18,270 65 497 5,240 4 3 30 3,639 3,100 2,673 2,32? 2,047 1,813 L617 1,417 1,215 1,050 913 799 703 622 553 7" Parallam PSL • 7x9i PSL 7 0JC9,5 66 50 105 29 50014 16,071 32,642 12,857 26,114 1905 1.431 1,103 867 694 565 465 388 327 278 238 206 179 157 138 122 108 7xiH PSL 70x1188 8313 164 52 976 83 20,089 49,756 16,071 39 805 $,im 2,632 2,153 1,694 1,356 1,103 909 757 638 543 465 402 349 306 269 238 212 7;d*P3L 7,0 W 140 9800 228 67 1,60067 23^583 67,904 18,947 54,324 4,346 3 592 3,018 2,572 2,217 1,807 1.489 1,241 I 046 889 762 658 573 501 441 390 347 7x16 PSL 70x16 0 112 00 298 67 2,389 33 27,067 87,387 21,653 69,909 5,593 4,622 3,S84 3 309 2,853 2,486 2.165 1,853 1,561 1,327 1,138 983 855 748 658 583 518 7x18 PSL 70x18,0 126 00 378 00 340200 S0,4SO 109,162 24,S60 87,330 6,986 5,774 4,852 4.154 3,564 S,lOS 2,729 2,417 2,156 1 889 1 620 1,399 1217 1,065 938 829 737 bi Slu-lam Sirders & Beams (24F-1 BE or 24F-V4 vuith standard camber) 6|-XI64 SLB 6 75 >: 16 S 11138 306 28 2,526 82 24,595 71,821 19,676 57^56 4,597 3,799 3,192 2,720 2345 2 043 1,796 1 S90 1,419 1263 1,083 935 814 712 627 554 493 6i-xl8 619 6 75 X 18 0 121 50 364 50 3,280 50 26,831 84 732 21,465 67,786 5,423 4,4S2 3 766 3 209 2,767 2,410 2.118 1,876 1,674 3,502 1,356 1,214 1,056 924 814 720 640 6^«21 SLe 6 75x210 14175 49613 5,209- 31 31,305 113,565 25.043 90,852 7,268 6,007 5,047 4 301 3,708 3,2:30 2,839 2,516 2,243 2.013 1,817 1,648 1,502 U74 1,262 1,143 1016 I-Joists, Single use as headers & beams 11 TJI 210 2Q6X115E OQO 000 eiPl 1,255 4744 1,005 3,795 304 251 211 ISO 155 135 119 105 94 84 75 65 56 49 43 38 34 14" TJI 210 2 06 X 14 0 000 0 00 EI=1 1,256 5,613 1,005 4,490 359 297 249 213 183 I60 140 124 111 100 90 81 74 68 62 56 50 1 At roof loading conditions where shear or bending governs, use a 1 25 LOF adjustment to the above values 2 At roof loading conditions where deflection governs, use a 115 deflection adjustment factor to the above values 3 Shading m the span / allowable uniform load table indicates that bending (F'b) governs Shear governs to the left of the shading, and deflection governs to the right CO Erosion Control BMPs Sediment Control BMPs Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Best Management Practice (BMP) Description -> Geotextiles & Mats Wood Mulching Earth Dikes and , Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Barner Storm Dram Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Prartif^es Paving and Gnnding Onerations Potable Water/lrngation Vehicle and Equipment Cleamnci Matenai Delivery and Matenai Use Stockpile Management Spill Prevention and Hnntrnl ™ i 0 " CO S Hazardous Waste Concrete Waste CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 1 NS-7 NS-8 WM-1 WM-2 WM-3 ' WM-4 WM-5 WM-6 WM-8 Gradinq/Soil Disturbance V I Trenchinq/Excavation Stockpilinq Dnllinq/Bonnq Concrete/Asphalt Saw/ cutting Concrete flatwork Pavinq Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal • • Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storaqe Dewatering Site Access Acros?, Dirt Other (list) ' - - Instructions Begin by reviewing the list of construcfion activities and checking the box to the left of any activity that WAII occur dunng the proposed construction Add any other activity descnptions in the blank activity descnption boxes provided for that pLirpose and place a check in tbe box immediately to the left of the added activity descnption For each activity descmbed, pick one or more best managemenl practices (BMPs) from the list located along the top ofthe form Then place an X m the box at the place where the activity row inlersects with the BMP column Do this for each activity that was checked off and for each ofthe selected BMPs selected from the list For Example - If the project includes site access across dirt then check the box to the left of "Site Access Across Dirt' Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control FoWow along the "Site Access Across Dirt" row until you get to the ' Stabilized Consfruction Ingress/Egress" column and place an X in the box v^rtiere the two meet As another example say lhe project included a stockpile that you intend to cover with a plaslic sheet Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs Then place an X in the box w^ere the Stockpiling" row intersects the new "Cover with Plastic" column To leam more about vi4iat each BMP descnption means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropnate Best Management Practice measures The referenc;e also explains the California Stomiwater Quality Association (CASQA) designation and how to apply the vanous selected BMPs to a project E-29 Page 2 of 3 REV 4/30/10 Pme Ave 08/28/12 Typical Framing Elements Roof Framing Trusses @ 24" o/c (DL = 18 psf, LL = 20 psf) 2x Conveflonal Rafters & Fill Framing Factory Manufacturer's design by others w = (24/12) (18 psf * 20 psf) = 76 psf 2x4 @ 24" o/c spans to 4'-8" 2x6 ©24" o/c spans to 9'-10" 2x8 @ 24" o/c spans to 13'-0" 2x10 @ 24" o/c spans to 16'-4" 2x12 @ 24" o/c spans to IS'-ll" Floor Framing I-Joist floor joists (TrusJoist by iLevel or equal) (Allowable spans per the latest span tables from iLevel, see the latest catalog d ICC-ES ESR-1387 {& ESR-1153) Alternates such as Boise Cascacje BCl and Louisiana Pacific LPR joists are allowed per plans, see catalogs w = (16/12) (12+ 40 psf) = 69 psf w = (19 2/12)(12 psf + 40 psf) = 83 psf Opening Headers <& MISC Beams HI (w< 170 plf) Roof Floor H4 (w < 770 plf) Roof Floor 4x4 (Max Span =) 6'-4" 6'-0" 4x6 (Max Span =) 4'-8" 4'-2" 4x6 10'-0" 8'-ll" 4x8 6'-2" 5'-6" 4x8 13'-2" ll'-lO" 4x10 r^7" 6 "-9" 4x10 16'-3" 14'-6" 4x12 9'-4" 8'-4" 6x4 7'-5" 7"-0" 3|x9i LSL 10'-3" 9'-9" 6x6 ll'-8" ll'-l" 3ixll| LSL 12'-I0" 12'-2" 6x4 3'-10" 3'-5" H2 (w< 370 plf) Roof Floor 6x6 6'-0" 5'-4" 4x4 (Max Span =) 4 "-7" 4"-2" 4x6 6'-9" 6'-l" H5 (w< 970 plf) Roof Floor 4x8 8'-H" 8'-0" 4x6 (Max Span =) 4'-2" 3'-9" 4x10 ll'-O" 9'-I0" 4x8 5'-6" 4'-ir' 6x4 5'-6" 4'-ll" 4x10 6'-9" 6'-l" 6x6 8'-7" 7'-8" 4x12 8'-4" 7'-5" 3^x91- LSL 9'-6" 9'-0" H3 (w< 570 plf) Roof Floor 3|xll| LSL 11'-10" ll'-3" 4x4 (Max Span =) 3'-9" 3'-4" 6x4 3'-5" 3'-0" 4x6 5'-5" 4'-10" 6x6 5'-4" 4'-9" 4x8 7"-2" 6'-5" 4x10 8'-10" 7'-ir H6 (w < 1170 plf) Roof Fioor 4x12 10'-10" 9'-8" 4x10 (Max Span =) 6'-2" 5'-6" 3ixll| LSL 14'-2" 13'-5" 3ix9| LSL 8'-ll" 8'-5" 6x4 4'-5" 4'-0" 3|xll|LSL ll'-l" 10'-5" 6x6 6'-ir' 6'-2" 6x6 4'-10" 4'-4" See uniform loads table on page 2 and 3 for additional spans or load conditions not specifically addressed here stud Column Capacity Pme Ave 08/28/12 2010 CBC/CftC 3i" stud Wall Nc)mmal Size Sill/Top Plate AAax Load 6 Ft 7 Ft 8 Ft Stud Heiaht 9 Ft 10 Ft 12 Ft 14 Ft 16 Ft (1) 2x4 Standard 3,281 lbs 4,136 lbs 3,288 lbs N/A (2) 2x4 Standard 6,563 lbs 8,272 lbs 6,577 lbs N/A (3) 2x4 Standard 9,844 lbs 12,409 lbs 9,865 lbs N//^ (1) 2x4 Stud 3,281 lbs 3,401 lbs 2,890 lbs 2,413 lbs 2,010 lbs 1,683 lbs N/A (2) 2x4 Stud 6,563 lbs 6,801 lbs 5,781 lbs 4,826 lbs 4,019 lbs 3,367 lbs N/A (3) 2x4 Stud 9,844 lbs 10,202 lbs 8,671 lbs 7,239 lbs 6,029 lbs 5,050 lbs N/A (1) 2x4DF#2 3,281 lbs 4,666 lbs 3,721 lbs 2,983 lbs 2,424 lbs 1,999 lbs 1,419 lbs 1,055 lbs N/A (2) 2x4 DF#2 6,563 lbs 9,331 lbs 7,441 lbs 5,965 lbs 4,847 lbs 3,999 lbs 2,838 lbs 2,110 lbs N/A (3) 2x4 DF#2 9,S44 lbs 13,997 lbs 11,162 lbs S,94S lbs 7,271 lbs 5,998 lbs 4,257 lbs 3,165 lbs N/A (1) 4x4 Standard 7,656 lbs 9,651 lbs 7,673 lbs 6,141 lbs 4,985 lbs 4,110 lbs 2,914 lbs 2,166 lbs N/A (1) 4x4 DF#1 7,656 lbs 11,783 lbs 9,353 lbs 7,479 lbs 6,068 lbs 5,001 lbs 3,545 lbs 2,635 lbs N/A (1) 4x6 DF#1 12,031 lbs 18,252 lbs 14,565 lbs 11,681 lbs 9,494 lbs 7,833 lbs 5,560 lbs 4,134 lbs N/A (1) 4x8 DF#1 15,859 lbs 23,676 lbs 19,005 lbs 15,294 lbs 12,454 lbs 10,288 lbs 7,312 lbs 5,441 lbs N/A (1) 4x10 DF#1 20,234 lbs 29,670 lbs 23,972 lbs 19,363 lbs 15,804 lbs 13,073 lbs 9,306 lbs 6,931 lbs hl/A (1) 4x12 DF#1 24,609 lbs 36,085 lbs 29,155 lbs 23,550 lbs 19,221 lbs 15,900 lbs 11,318 lbs 8,429 lbs N/A 5i" stud Wall Sill/Top Plate Stud Heiaht Nommal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 2x6 DF#2 5,156 lbs 8,683 lbs 7,653 lbs 6,669 Ibs 5,035 lbs 2,430 lbs 1,989 lbs 1,655 lbs N/A (2) 2x6 0F#2 10,313 lbs 17 367 lbs 15,306 lbs 13,338 Ibs 10,070 lbs 4,860 Ibs 3,977 lbs 3,311 lbs N/A (3) 2x6 DF#2 15,469 (bs 26,050 lbs 22,959 (bs 20,007 (bs 15,106 (bs 7,290 (bs 5,966 (bs 4,966 Ibs N/A (1) 6x4 DF#1 12,031 lbs 22,097 lbs 19 379 lbs 16,821 lbs 12,641 lbs 6,074 Ibs 4,968 lbs 4,134 lbs N/A (1) 6x6 DF#1 18,906 lbs 24,795 ibs 22,955 lbs 20,918 lbs 16,823 lbs 8,657 lbs 7,134 lbs 5,966 Ibs N/A (1) 6x8 DF#1 25,781 lbs 33,812 Ibs 31,303 lbs 28,525 lbs 22,941 lbs 11,804 lbs 9,728 Ibs 8,136 lbs N/A (lj 6x10 DF#1 32,656 lbs 40,425 lbs 37,734 Ibs 34,689 lbs 28,322 lbs 14,837 lbs 12,251 lbs 10,259 lbs N/A (1) 6x12 DF#1 39,531 lbs 48,936 lbs 45,678 Ibs 41,992 lbs 34,285 lbs 17,960 Ibs 14,830 Ibs 12,419 Ibs N/A LSL Studs Sill/Top Plate Stud Heiaht Nominal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 3ix34 13ELSL 7,656 Ibs 7,444 lbs 6,108 Ibs 5,069 lbs 3,622 lbs N/A N/A N/A N/A (1) 3ix4i 13ELSL 9,570 Ibs 9,304 lbs 7,635 lbs 6,336 Ibs 4,527 lbs N/A N/A N/A N/A (1) 3|x5| 1 3E LSL 12,031 lbs 11,697 lbs 9,598 lbs 7,966 Ibs 5,691 lbs 2,609 Ibs 2,122 lbs 1,759 lbs N/A (1) 3ix7i 1 3E LSL 15,859 (bs 15,419 (bs 12,652 (bs 10,500 (bs 7,502 (bs 3,439 lbs 2,798 Ibs 2,319 Ibs N/A (1) 3ix8f 13EL5L 18,867 lbs 18,343 lbs 15,051 lbs 12,492 lbs 8,925 lbs 4,091 lbs 3,328 lbs 2,759 Ibs N/A PSL Studs SiU/Top Plate Stud Heioht Nominal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 3}x3| 1 BE PSL 7,656 lbs 10,730 lbs 8,702 lbs 7,169 lbs 5,081 lbs N/A N/A N/A N/A (1) 3ix5i 1 BE PSL 11,484 lbs 16,095 lbs 13,052 Ibs 10,754 lbs 7,622 lbs 3,466 Ibs 2,816 lbs 2,333 ibs N/A (1) 3i-x718EPSL 15,313 lbs 21,460 lbs 17,403 Ibs 14,339 lbs 10,162 lbs 4,621 lbs 3,755 lbs 3,110 lbs N/A (1) 5^x5^1 BE PSL 17,227 lbs 44,269 lbs 38,114 lbs 32,639 lbs 24,142 lbs 11,432 lbs 9,336 lbs 7,760 Ibs N/A (1) 5^x7 1 8E PSL 22,969 ibs 59,026 lbs 50,818 lbs 43,519 lbs 32,189 lbs 15,243 lbs 12,448 lbs 10,347 lbs N/A (1) 7x7 1 8E PSL 30,625 lbs 100,192 lbs 92,677 lbs 84,376 lbs 67,757 lbs 34,806 lbs 28,678 lbs 23,982 lbs N/A SEISMIC ANALYSIS Pine Ave 8/28/2012 2010 CSC Alt Basic Load Comb Seismic Loads Ss-1 284 mm 1 = 100 0 22 s (max) 5i = 0 484 mm Design Category = D Ts = 0 50 s SM5 = (100)(1 28) = 1284 Site Class z C TL = 80s SMI= (1 32)(0 48) = 0 637 R = 65 Cs = 0 132 Eq 12 8-2 Sos= (2/3)(128) = 0 856 no = 25 Cs<-0 292 Eq IZB-3/4 Sbi = (2/3)(0 64) = 0 425 4 00 Csi 0 038 Eq IZ 8-5/6 Desiqn Loadina. Allowable Stress Desiqn Base Shear p=10 p=13 p=10 p=13 Used Eh = Cp)(Cs)(W) = 0 132W 0171W Eh/14 = 0 094W 0 122W 0 159W Ev = (0 2)(S,S)(D} --0171W 0 171W Ev/14 = 0 122W 0 122W 0 122W Component Interconnect on Fp = 0 133p(S55)W = 0 114W 0 148W E/14 = 0 081W 0106W Distribution of Forces l-5tory Roof Weiqht 26 4 psf X0 159 = 4 19 psf mm force 2-5torv k:: 100 Roof Floor Weiqht Height (Wx)(Hx'') 26 4 psf 191ft 503 66 23 4 psf 112 ft 262 08 Vbose = 49 8 psf x 0 159 765 74 = 7 90 psf % Force Force to element 66% 5 20 psf 34% 2 70 psf 7 90 psf Pme Ave WIND ANALYSIS, Worst Case 8/28/2012 2010 CBC, Alternate Basic LoacJ Combinations 7 Wind Speed = 85 Importance = 10 h = 1,200 Exposure = B <(i = 0 85 a -70 Enclosure =: Enclosea 10 & = fl 3)pl 0 85 fl3)p2 Wind Pressures Element Z c&O, fpsf) fpsfl Windward Walls 214' 0 64 10 00 0 80 6 45 1124 Floor Height = 114' Windward Walls 114' 0 57 9 04 0 80 5 59 10 38 Eave Height = 214' (not used) Roof Height (h) = 23 2' Leeward Wall 23 2' 0 65 10 23 -0 50 -8 05 -3 26 Width (B) s 60 0' Roof to ndge (a) 23 2' 0 65 10 23 -0 43 -7 31 -2 52 Length(L)= 60 0" Roof to ridge (b) 23 2' 0 65 10 23 -0 04 -2 84 195 Roof Angle (0) = 18 4° Roof-Leeward 23 2' 0 65 10 23 -0 57 -8 83 -4 04 qh = 10 23 (not used) (not used) Windward overhang bottoms 21 4' 0 64 10 00 0 80 8 84 8 84 Note. (not used) PI has internal pressure (not used) P2 has internal suction Interior Pressure 23 2' 0 65 10 23 +018 (2 39) (-2 39) Wind Left to Rioht Wind Rioht to Left Roof Elements Lenqth Plafplf^ Plbfplf) P2afplf) P2b(plf) Plafplfl Plbfolfl P2afplf) P2bfplf) Left Overhang 11' -14 5 -9 8 -14 5 -9 8 -0 8 -0 8 -0 8 -0 8 Left Sloping 116' -84 7 -32 9 -29 2 22 6 -102 3 -102 3 -46 8 -46 8 Fiat Section 36 0' -317 7 -317 7 -145 3 -145 3 -317 7 -317 7 -145 3 -145 3 Right Sloping 116' -102 3 -102 3 -46 8 -46 8 -84 7 -32 9 -29 2 22 6 Right Overhang 11' -0 8 -0 8 -0 8 -0 8 -14 5 -9 8 -14 5 -9 8 Roof Totals Honz Vert Vertical Elements Left to Rioht Rioht to Left Pla (Left to Rt) 1 2 -509 7 Lenqth PI fplf) P2 fplf) PI fplf) P2 fplf) Plb (Left to Rt) 19 1 -456 2 Left Watls-Upr 5 2' 33 5 58 4 419 17 0 P2a (Left to Rt) 12 -231 9 Left Walls-Lwr 11 2' 62 6 116 3 90 2 36 5 P2b (Left to Rt) 19 1 -178 4 (not used) Pla (Rt to Left) 1 2 -509 7 Rt Walls-Upr 52' 41 9 17 0 33 5 58 4 Plb (Rt to Left) 191 -456 2 Right Wal s-Lwr 11 2' 90 2 36 5 62 6 116 3 P2a (Rt to Left) 1 2 -2319 (not used) P2b (Rt to Left) 19 1 -178 4 (not used) (not used) Code Mm Horizontal Forces (10 psf) From Roof 191 191 191 191 This section 260 plf Total Honz Forces 247 247 247 247 Summary of Results Wind Load Design Force = (1 3)W = Left to Right = 260 pif Riqht to Left = 260 plf Seismic Force = E/1 4 = (60 00) (7 90) •- 474 plf Seismic Governs Pine Ave 08/28/12 Typical Shear Panel 2010 CBC/CRC 8 TYPICAL ELEMENTS OF KE515TIVE MOMENT AT $HEAP PANELS /T\ /i\ /^ /^ j\ A /^ /^ u \l/\l/\l/\i/Nl/\]/\l/M/WNj/ FLUSH dEAM 0^ HDK WHE^E OCCURS-vy\l/M/\l/\!/\l/M/\l/\y\l/ \l/\l/\!/\l/\i/Nl/\l/\i/\l/ Ww /CONT D3L TOP FL WHEFE OCCURS •DFOP'P 3M OP HDP WHEPE 0CCUP6 Wf I I \[/ \^ \1/ y y \l/ \y / / / / / Ws I \ \ \ \ T~\~FT IT TT P LOAP FPOM HEA PEP OP SEAM IVr UNIFOPM LOAP OF POOF A30VE Ww =: UNIFOPM LOAP OF WALL A30VE Wf ^- UNIFOPM LOAP OF FLOOP APOVE We =^ UNIFOPM LOAP OF WALL SELF WEIGHT U =r UPLIFT FPOM O 7E, E/1 4, OP ivW WALL ,POOF & FAPT!TION WIEGHTS (w) i 3' 9' W POOF TPUSS SPAN 72 FLF 31 PLF 90 PLF EXTEPlOP 112 PLF 126 FLF 140 FLF INTEPlOP WOOD 72 PLF 31 FLF 90 FLF iNTEPlOP (3YF 64 FLF 72 PLF SO FLF Pine Ave 08/28/12 Shearwail Schedule 2010 CBC/CRC 9. SHEARWALL SCHEDULE (ASD VALUES) Q SHEARWALL DESCRIPTION (See footnotes 1 & 4) 1 SHEAR VALUE ANCHOR BOLT SPACING 16d (0148") SILL NAILING 1 Vz" gypsunn wallboard, unblocked w/ 5a cooler or wallboard C 7" o/c (See footnote 2) 0 0 %" e 48" or /z" fi 48" 12" or (2) e 16" 2 %" gypsum wallboard, unblocked w/ 6a cooler cr wallboard G 4" o/c (See footnote 2) 10 5/g" e 48" w or '/2"C 48" 8" or (2) e 16" 3 Ys" stucco & 18 ga. mesh, unblocked Ol20"x1 Vz" noils heads) 6 6" o/c 0 CO %" 8 48" w or /z" e 48" 8" or (2) e 16" 4 /z" gypsum wallboard two sides, unblocked w/ 5d cooler or wallboard e 7" o/c 0 CNl %" e 48" or 1/2" e 42" 8" or (2) G 16" 5 ya" ply C-D or C-C sheothinq, (1) side w/ 8d e 6" o/c edge, 12" o/c field, blocked (See footnotes 3 & 5) I to YB" e 48" • / or Yz" e 32" 6" 6 %" ply C-D or C-C sheathing, (1) side w/ 8d C 4" o/c edge, 12" o/c field, blocked (See footnotes 3 & 5) I 0 ro %" e 36" 1, or 1/2" 6 24" 4" 7 ply C-D or C-C sheathing, (1) side w/ 8d e 3" o/c edge. 12" o/c field 3x abutting pane! studs, blocked (See footnotes 3,5, & 6) X 0 cn %" e 24" or Y2" fi 16" 3/2" 8 '%2" rated STRUCT 1 panel, (1) side w/ lOd e 3" o/c edge, 12" o/c field 3x abutting pane! studs, blocked (See footnotes 3, 5, 6, & 7) • in CO Va" C 16" or 1/2"! tt 12" SDS screws G 8" 9 15/32" rated STRaCT 1 pane/, (1) side w/ lOd C 2" o/c edge, 12" o/c field 3x abutting panel studs, blocked (See footnotes 3,5,6, & 7) X 0 CO %" e 12" or Yz" G 8" VM/z" SDS screws e 8" Pine Ave ROOF FRAMING, Pine Ave Duplex 09/06/12 10 Typical Roof Framing Typical Conventional Framing Factory Trusses @ 24" o/c 2x rafters @ 24" o/c, see calcs pg 4 2010 CBC, Basic Load Combinations TYPICAL BEAMS & HEADERS AT OPENINGS Grid line Uniform load Header (see pg 4) (roof) (wall) (floor) (misc) A/E (2)(56) + 20 = 132 plf HI 3/5 (9)(56) + 20 = 524 plf H3 1 Cil)(38) + 20 = 438 plf H3 B-9 see below B-10 Span - 16 5' Grid 4 Dropped Beam wl(x<8)= w2 (x>8) = Rl = R2 = Moment = Deflection (roof) (wall) (floor) (11)(56) (17)(56) (misc) + 20 + 20 (Critical Rl / 100 LDF = 5,983 lbs) Rl (max ) (Critical R2 / 1 00 LDF = 7,367 Ibs) R2 (max ) (Critical M / 1 00 LDF = 27,921#ft) Moment (max) (ALL = L/754) 676/1= 0 38" 636 plf 972 plf 5,983 Ibs 7,367 Ibs wl w2 TRI IR2 ^'•'^'^'^ 5ixl6 PSL L/525 =^^=^= B-n Span - 10 0' Grid 3 1 above Laundry wl = (roof) (wall) (floor) (32/2)(56) (misc) + 20 916 plf TRI TR2 Rl = R2 = Moment = Deflection B-9 (Critical Rl / 1 00 LDF = 4,580 Ibs) Rl (max ) = 4,580 Ibs (Critical R2 / 1 00 LDF = 4,580 Ibs) R2 (max ) = 4,580 lbs (Critical M / 1 00 LDF = ll,450#ft) Moment (max ) ~ ll,450#ft (ALL = L/814) 103/1= 0 21" = L/569 Span = 12 0' 31-xlll PSL Header, Grid 5 wl = (roof) (wall) (4)(14) (floor) • (8)(65) (misc + 20 596 plf tR2 Rl = R2 = Moment - Deflection = (Critical Rl / 1 00 LDF = 3,576 Ibs) Rl (max) = 3,576 Ibs (Critical R2 / 1 00 LDF = 3,576 lbs) R2 (max) = 3,576 lbs (Critical M / 1 00 LDF = 10,728#ft) Moment (max) r I0,728#ft (ALL = L/707) 185/1= 038"= L/379 3^x111 LSL Pine Ave FLOOR FRAMING, Pine Ave Duplex 08/28/12 11 Typical Floor Framing 14" I Joists at 16" / 19 2" o/c See plans & calcs pg 4 for options 2010 CBC, Basic Load Combinations TYPICAL BEAMS HEADERS AT OPENINGS Grid line Uniform load Header (see pg 4) (roof) (wall) (floor) (misc) interior brg (10)(8) * (16)(52) + 20 = 932 plf H5 E (4)(38) . (10)(14) t (1 5)(52) + 20 = 390 plf H3 1 (11)(38) * (10)(14) - (8)(52) + 20 = 994 plf H6 2 5 (4)(52) + 20 = 228 plf H2 B-12 Span = 210' Grid 3 Above Garage (roof) (wall) Cf(oor) (misc) wl = (10)(14) + (9+4+l)(54) + 20 916 plf w in 111T1111 1111 n 111 j 1111] II i 11 n I {111111H1111 {11II TRI TR2 Rl = R2 = Moment - Deflection (Critical Rl / 1 00 LDF = 9,618 lbs) Rl (max) = 9,618 lbs (Critical R2 / 1 00 LDF = 9,618 Ibs) R2 (max ) = 9,618 Ibs (Critical M / 1 00 LDF = 50,494#ft) Moment (max ) = 50,494#ft (ALL = L/525) 2,004/1= 0 79"= L/321 5I-X18 PSL B-I3 Span = 16 2' Garage Door Header wl(x<5 2) : w2 (x>5 2) PI(x=5 2): Rl = ft2 = Moment = Deflection (roof) (wail) (10)(14) 9618 [Reaction From B-12] (floor) (2)(52) + (11)(52) (Critical Rl / 1 00 LDF = 9,927 Ibs) (Critical R2 / 100 LDF = 8,631 (bs) (Critical M / 1 00 LDF = 49,742#ft) (ALL = L/538) 1,077/1 = (misc) + 35 + 35 Rl (max) R2 (max) Moment (max) 0 60" wl 139 plf 747 plf 9,618 lbs TRI 9,927 lbs 8,631 Ibs 49,742#ft L/323 w2 TR2 51x16 PSL B-14 Span = 16 2' Garage Door Header wl = PI(x=2)= Rl = R2 = Moment = Deflection (roof) (wall) (10)(I4) (floor) •(11)(52} 14616 5 [Reaction From B-21] (misc) + 35 (Critical Rl / 100 LDF = 18,863 lbs) Rl (max ) (Critical R2 / 100 LDF = 7,855 lbs) R2 (max) (Critical M / 100 LDF = 41,301#ft) Moment (max) (ALL = L/782) 988/1 = 0 39" 747 plf 18,863 lbs 7,855 lbs 41,301#ft L/502 14,617 lbs TRI TR2 5ixl8 PSL Pine Ave FLOOR FRAMING, Pine Ave Duplex (Continued) 08/28/12 12 B-15 Span = 20 5' Grid 4 wl = (roof) (wall) (floor) (misc) (10)(8) •^(19/2^32/2)(52) + 20 1,426 plf TRI rR2 fti = R2 = Moment = Deflection (Critical Rl / 100 LDF = 14,617 lbs) Rl (max) = 14,617 Ibs (Critical R2 / 100 LDF = 14,617 Ibs) R2 (max) = 14,617 Ibs (Critical M / 1 00 LDF = 74,910#ft) Moment (max) = 74,910#ft (ALL=L/413) 2,833/1 = 083"= L/295 7x18 PSL B-16 Span = 12 5' Grid 4 (roof) (wall) (floor) (misc) wl (xi5)= (22/2)(52) + 20 592 plf wl illll w2 w2 (x>5) = (33/2)(52) + 20 878 plf wl illll mTTTWlllllllllllll TRI I lR2 X Rl = (Critical Rl / 100 LDF = 4,344 Ibs) Rl(max) = 4,344 Ibs R2 = (Critical R2 / 1 00 LDF = 5,202 Ibs) R2(max) = 5,202 Ibs Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/l,132) 15,408#ft) 212/1= Moment (max) = 018" = 15,408#ft L/848 5ixl4 PSL Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/l,132) 15,408#ft) 212/1= Moment (max) = 018" = 15,408#ft L/848 B-17 Span = 14 0' Grid 4 (roof) (wall) (floor) (misc) wl (xi4 5) = (22/2)(52) + 20 = 592 plf wl rnri i"" w2 TTTTTJIIIIIIIIIIIII w2 (x>4 5) = (10)(8) + (22/2+33/2)(52) + 20 1,530 plf wl rnri i"" w2 TTTTTJIIIIIIIIIIIII PI (x^4 5) = (33/2x5/2)(52) [Reaction from end of beam above] = 2,145 Ibs TRI L TR2 X Rl = (Critical Rl/lOO LDF = 8,623 lbs) Rl(max)= 8,623 Ibs R2 = (Critical R2/100 LDF = 10,721 Ibs) R2 (max) = 10,721 Ibs Moment = Deflection = (Critical M / 100 LDF = (ALL = L/426) 37,563#ft) 651/1 = AAoment (max ) = 0 54" = 37,563#ft L/310 5^x14 PSL Moment = Deflection = (Critical M / 100 LDF = (ALL = L/426) 37,563#ft) 651/1 = AAoment (max ) = 0 54" = 37,563#ft L/310 B-18 Span = 12 2' Above 1 Cor Garage (roof) (wall) (floor) (misc) wl = (3)(38) + (12)(14) ^ (4)(52) + 20 510 plf w Illl 1111111111111II11111 TRI TR2 Rl = (Critical Rl / 1 00 LDF = 2,745 Ibs) Rl(max) = 3,041 Ibs R2 = (Critical R2/100 LDF = 2,745 Ibs) R2(max)= 3,041 lbs Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/2,137) 8,372#ft) 151/1= Moment (max) = 0 19" = 9,275#ft 1/775 31x14 LSL Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/2,137) 8,372#ft) 151/1= Moment (max) = 0 19" = 9,275#ft 1/775 Pine Ave FLOOR FRAMING, Pine Ave Duplex (Continued) 08/28/12 13 e-i9 span = 110' Above f^itchen at Deck/Porch Above (roof) (wall) (floor) (misc) wl = (11)(38) + (12)(14) + (4/2+7/2)(52) + 20 892 plf w TRI TR2 Rl = (Critical Rl / 100 LDF = 3,696 Ibs) Rl (max) = 4,674 Ibs R2 = (Critical R2/100 LDF = 3,696 Ibs) ft2(max) = 4,674 Ibs Moment = Deflection = (Critical M / 100 LDF = (ALL = L/1,458) 10,164#ft) 172/1= Moment (max) = 021" = 12,853#ft L/615 3ixl4 LSL Moment = Deflection = (Critical M / 100 LDF = (ALL = L/1,458) 10,164#ft) 172/1= Moment (max) = 021" = 12,853#ft L/615 B-20 Span = 15 0' Above Kitch en, supports B-19 (roof) (wall) (floor) (misc) wl (x<5) = cms) + (2)(52} + 20 204 plf wl w2 TTTTTTl'lllHIIIIIIII w2 (x>5) = (20/2)(38) +(12)(14) + (9/2)(52) + 20 802 pif wl w2 TTTTTTl'lllHIIIIIIII PI(x=5)= (20/2xl9/2)(38) + 4673 9 [Girder Truss and Adj Beam] 8,284 Ibs TRI I TR2 X 151 = (Critical Rl / 1 25 LDF = 6,465 Ibs) Rl(max) = 8,789 Ibs 152 = (Critical R2/100 LDF = 5,985 Ibs) R2(max) = 7,993 Ibs Moment = Deflection = (Critical M / 1 25 LDF = (ALL = L/728) 30,482#ft) 710/1= Moment (max) = 0 59" = 41,411#ft L/304 5^x14 PSL Moment = Deflection = (Critical M / 1 25 LDF = (ALL = L/728) 30,482#ft) 710/1= Moment (max) = 0 59" = 41,411#ft L/304 B-21 Span = 16 4' Garage Grid B (roof) (wall) (floor) (misc) Wl = (10)(8) + (23/2)(52) + 20 698 plf W lllll 1 1 I I I 1 I I I I 1 1 I I I I I 1 ll TRI TR2 Rl = (Critical Rl / 100 LDF = 5,724 Ibs) Rl(max) = 5,724 Ibs fe2 = (Critical R2 / 1 00 LDF = 5,724 Ibs) R2(max) = 5,724 Ibs Moment = Deflection B-22 (Critical M / 1 00 LDF = 23,467#ft) (ALL = L/942) 568/1 = Span = 6 0' Moment (max) 032" 23,467#ft L/621 51x16 PSL Rec Room header under B-15 wl = P\ (x=l 1) = Rl = R2 = Moment = Deflection : (roof) (wall) (11)(14) (floor) • (1)(52) (misc + 20 226 plf 8622 9 8,623 lbs TRI TR2 (Critical Rl / 1 00 LDF = 7,720 lbs) Rl (max) (Critical R2 / 1 00 LDF = 2,259 lbs) R2 (mcx) (Critical M / 1 00 LDF = 8,355#ft) Moment (max) (ALL = L/1,918) 28/1= 0 06" 7,720 lbs 2,259 lbs 8,355#ft L/l. 243 31x111 LSL Pine Ave 8/28/2012 LATERAL DISTRIBUTION-SEISMIC, Pine Ave Duplex 14 Seismic Base Shear Vupper = Viewer = Vlow roof = 2,850 sf x52psf = 3,175 sf x27psf = 0 sf X 4 3 psf = 14,809 Ibs 8,585 Ibs Olbs 23,394 Ibs DISTRIBUTION Upper Lower Load Grid Roof Floor Roof From Total Lme Area Area Area Above Force (5 2 psf) (2 7 psf) (4 3 psf) (lbs) (lbs) UPPER LEVEL A 374 1,943 B 1,020 5,300 C 126 655 D 396 2,058 E 897 4,661 1 434 2,255 3/3 1 898 4,666 4 1,020 5,300 5 480 2,494 LOWER A 374 1,943 2,955 B 1,020 5,300 8,058 C 416 655 1,780 D 450 2,058 3,274 E 897 4,661 7,086 1 498 2,255 3,602 2 UO 297 3/31 990 4,666 7,343 4 1,020 5,300 8,058 5 480 2,494 3,792 SHEARWALL ANALYSIS-SEISMIC Grid Line Shear Force (lbs) Wall Lengths (feet) Wet Length (feet) Wall Shear (plf) Wall Height (feet) Wall H/B Ratio Pier H/B Ratio WALL TYPE OT Moment (#-FT) Resisting Elements (plf) Self Wt Roof Above Walls Above Floor Above End Loads (lbs) (0 9-0 I2)x Resisting Moment Uplift from Above Uplift (plf) Uplift (lbs) Holdown Hardware (Simpson or Eg) X m > 7J Z > r-< cn M cn I in m M cn Ci 33 < oa c X UPPER LEVEL A 3,943 B 5 300 C 655 18 6 17 2 10 2 12 13 2 29 2 54 147 182 122 10 10 10 05 08 10 20 30 21,781 6 547 119 140 72 36 119 36 280 22,052 7,141 none (23) none (58) none 2,058 4.661 2,255 9 18 12 18 4 90 16 0 64 229 292 352 10 10 10 U 06 08 28 25 20,577 27,272 22,551 112 154 168 36 198 24 280 280 280 6,641 27,521 23,175 1,548 CS16 (14) none (52) none 3/3 1 4 5 4.666 5 300 2,494 10 5 12 18 13 4 95 14 23 9 215 77 195 247 324 10 10 10 10 11 07 33 20,500 23,419 9,059 112 112 154 36 42 252 108 280 280 8,657 14,887 23,238 322 1.128 CS16©6rid31 284 898 C516©95ftpQnd (1,013) none LOWER A 2.955 2 8 82 361 75 27 10,834 154 24 1,111 2,431 HTT4 8 058 1.780 3,274 17 4 3 82 25 4 36 80 317 488 409 10 10 13 2 1 13 25,380 14.236 32,744 154 140 98 72 168 24 24 24 280 6,190 2,299 3,045 2,399 HTT4@8' only 3,125 STHDIO 3 712 HTT5 7 086 3 602 297 16 16 17 20 0 16 0 80 354 225 37 10 10 10 06 06 13 14 38.975 36,016 2,974 140 140 140 36 198 168 168 24 96 48 280 41.477 63,598 4,692 (147) none (1,724) none (215) none 3/31 4 5 7 343 8 058 3 792 65 12 19 5 10 16 " 26 0 18 0 15 9 282 448 239 10 10 10 15 13 08 3 1 18.357 35,813 28,684 140 112 140 154 112 140 216 48 108 280 280 9.823 6,789 24,411 89 1313 HTT4@6 5' 3,628 HTT4 Sill Anchorage Footnotes Comments (1) Net Length reduced-Force Transfer Around Opemng(s) (2) Net Length reduced-Perforated Shearwail (3) Net Length reduced-H/B between 2 1 and 3i 1 CJl PERFORATED SHEARWALLS V T/C . Ll OPENING WIDTH T/C L2 -PIER H/8 BASED ON FULL HEIGHT shear Ht A Ht 4 (V) Width Width Wall Description (lbs) LxH LxH Mox Percent Total Table Length Opening Full Ht Full-Ht 43 3 5 CQZL, Height Sheathing ILi (ft) CQ (ft) Max H/B (2L/H)x Pier Factor CoEL, H/B 2L/H (ft) Shear Shear V/CoSL, Walt (plf) Type nTAA U/ OTM-RM Pnmt M*.t WnWnlun (V)(H) 0 78 DL RM CflZL, Load Uplift Hardware (Ibs-ft) (plf) (Ibs-ft) (lbs) (lbs) (Ibs) (Simpson or Eq) Upper Level A 1,943 18 6x10 0 4 0x5 0 C 655 10 2x10 0 2 0x3 5 0 50H 78% 14 60 0 90 13 2 0 35H 80% 8 20 0 99 8 1 2 0 100 13 2 3 0 0 66 5 4 147 5 122 5 19 434 161 27,794 -450 218 -668 (no uplift) 6,547 137 7 141 -58 0 -58 (no uplift) E 1936 18 0x100 7 0x5 0 5 907 140x100 8 0x5 0 0 50H 61% 1100 0 84 9 2 0 50H 43% 6 00 078 4 7 2 8 0 72 6 6 3 3 0 60 2 8 292 6 324 6 19,362 284 45 995 -1480 218 -1,698 (no uplift) 9,072 237 23 238 -1,012 0 -1,012 (no uplift) Lower Level 5 924 16 0x10 0 8 0x5 5 0 55H 507o 8 00 0 75 6 0 3 1 0 64 3 9 239 5 9,235 303 38 738 -1.844 218 -2.062 (no uplift) cn X m 77 cn I -3 -h O ~3 D H- CL. oa o Q- Metal Base Plate at Railing System 1 7 'A Railing Desiqn Forces Height of Railing (location of Honz Force) Maximum support spacing Horizontal Force Along Railing Concentrated Load at Top of Post Design Bending Moment at Base of Post Assembly Connection— Lao Screw in Pullout 42 inches 60 inches 50 lbs 200 8400 lbs Ib-m CBC Load Duration Factor CD ( wood connectors) Base Plate Size Moment Arm (x) of Lag Screws Lag Screw Pullout T = C = M/x/CD Quantity of Lag Screws at Tension / Compression side of Base Plate Pullout Force Per Screw From NDS Table 11 2A for Specific gravity of 0 50, Pullout is (per inch of embedment) 133 5 00 43 1486 3 495 4 mches in mm lbs total Screws lbs Each Screw I Metall Base Plate and (6) 1/4" Screws | Screw DIA 1 Embedf 2 nent of 25 Screw 3 inches) 35 *t 1/4 225 450 563; . 675 ^ 788 900 5/16 266 426 665 798 931 1064 3/8 305 407 635 915 1068 1220 7/16 342 391 611 879 1197 1368 1/2 378 378 591 851 1158 1512 Connection— Wall mounted Handrail 2001b anv direction CBC Load Duration Factor CQ ( wood connectors) Total qty of connectors Lag Screw Pullout Required Capacity T = 200/2/Cc Design pullout strength per inch for no 8 wood screw NDS Table 11 2B Minimum Embedment Capacity of Anchorage = embed x Table value (per inch) 1 33 2 no 8 Wood Screws 75 19 lbs total 112 00 lb per inch 1 25 inch 140 00 > 7519 |Min (2) no 8 wood screws mto biocking STRUCTURAL CALCULATIONS ISSUE DATE 8/28/2012 PROJECT Description 1 Custom Duple>; Client Beachfront Builders Name Pme Ave R3-VB Duplex DESIGN CRITERIA Building Type Bearing wall system Construction Codes Wood Stud walls, sawn lumber wood timbers, plywood sheathing 2010 CBC&ZOlO CRC ASCE 07-05, 2005 NDS Studs - Stud grade. Standard & btr Posts - Standard 4 better Beams - [)F#2 or better Joists - I-Joists GLBs - 24F*1 BE LSL - laminated strand nms and beams LVL - laminated veneer microlam beams and joists PSL - parallel strand beams Steel ASTM A36 rolled shapes & plates ASTM A53 pipe columns ASTM A600 type B tube columns Grade 40 A 60 reinforcing bars Concrete 2,500 psi at 28 days, UNO Higher strength where noted Masonry 1,500 psi grade N standard weight Concrete Masonry Units Soils tSi bearing P/T slab design by others BUILDING LOADS Roof Loads psf Floor Loads psf Lt wt topping Roofing (tile) Sheathing Rafters or trusses Ceiling MISC A insulation Total Roof DL Roof Live Load (less than 4 12 pitch) Roof Live Load (4 12 pitch or steeper) Roof Live Load (12 12 pitch or steeper) Exterior Walls 95 14 3 2 2 2 17 Stucco or siding Studs Gypsum board MISC & insulation Total Wall DL RECEIVED SEP 20 2012 CmrOFCARLSBAU 18 0 psf 20 psf 16 psf 12 psf psf Floor Finish (carpet) Sheathing Joists Ceiling MISC A insulation Total Floor DL Floor Live Load Balcony Live Load Exit Live Load Interior Walls 12 20 2 6 2 6 3 6 112 20 2 6 2 6 3 6 12 0 psf 40 psf 40 psf 100 psf psf 22 0 psf psf 80 11 22 27 BUILDINQ DIVISION 14 0 psf Shear panel Studs Gypsum board MISC & insulation Total Wall DL 11 44 2 5 20 11 44 2 5 8 0 psf 10 0 psf Swanson & Associates 17055 Va Del Campo, Suite 100, Son Diego, CA 92127 A (858)487-760^^ Section Properties & Design Loads 2010CBC/CRC; o o o 3 -s o -3 C7 O w 3 O D CL (A Moment Roof Loads Floor Loads (w) Allowable Uniform Loads Nominal Actual Area Section of LDF = 125 LDF = 100 (plf) Size Size Modulus Inertia Allowable Allowable Span m feet for beam or joist sizes (b)x(d) CA) (S) (I) Shear Moment Shear Moment Normal duration. Laterally fully braced, repetitive member increase for 2x members inches in^ in^ in-(lbs) (Ib-ft) (lbs) (Ib-ft) 3ft 4ft 5ft 6 ft 7ft 8ft 9f^ 10 ft lift 12 ft 13 ft 14 ft 15 ft 16 ft 17 ft 18 ft 19 ft 2x4 15x3 5 5 25 3 06 5 36 788 211 630 169 150 84 54 38 28 21 17 14 11 8 7 5 4 3 3 2 2 2x6 15x55 8 25 75^ 29 80 1,238 1,060 990 84S 754 424 271 188 138 106 84 63 48 37 29 23 19 15 13 11 9 2x8 1 5x725 10 88 13 14 47 63 1,631 1,700 1,305 1 360 1094 680 435 302 222 170 134 109 90 76 64 53 43 35 30 25 21 ZxlQ 1.5 x: 9 25 13 es ^139 98 93 2081 2.537 1,666 2,029 1094 820 649 45i 331 254 200 162 134 113 96 83 72 63 56 SO 44 2x12 15x 11 25 16 88 3164 177 98 2.531 3,411 2,025 2,729 1,094 820 656 547 446 341 270 2i8 180 152 iZ9 m 97 85 76 67 60 2J<14 t 5 X J3- 25 1$ 8S 43 69 29078 2,981 4 259 2,365 3,407 1,094 820 656 547 469 410 336 273 225 189 161 139 121 106 94 64 76 4x4 3 5x35 12 25 715 12 51 1,838 1,005 1.470 804 715 402 257 176 111 74 52 38 29 22 17 14 11 9 8 7 6 4x6 36:<55 19 25 17 65 48 53 2,868 2,151 2,310 1,720 1,529 860 551 3B2 281 215 170 138 111 86 67 54 44 36 30 25 22 4x8 3 5 X 7 25 25 38 3066 111 15 3 806 3 737 3,045 2.989 2,188 1,495 957 664 488 374 293 239 193 166 142 122 100 83 69 58 49 4xi0 3 S >c 9 25 3238 49.91 230-84 4,856 5,615 3,885 4492 3.993 2 24i6 1437 998 733 562 444 359 297 250 213 183 160 140 124 Ul 100 4x12 3 5x11 25 39 38 73 83 415 28 5,906 8,459 4 725 6 768 4,375 3 281 2,166 1.504 1,105 846 668 541 447 376 320 276 241 2U 187 167 150 4x14 3 5 X 13 25 46 38 102 4i 678 48 6,956 10,668 5.565 8,534 4,375 3,281 2,625 1,697 1,393 1.067 843 683 564 474 404 348 303 26/ 236 211 189 4x16 3 5x 15 25 53 38 135 66 1,034 42 8,006 14,131 6,405 11,305 4.375 3,281 2.625 2,188 i,S46 1,413 U17 904 747 628 46i 402 353 3J3 279 251 6x4 55x35 19 25 1123 19 65 2,888 1,437 2>5l0 i,lSo 1022 575 366 255 175 117 82 60 45 35 27 22 18 15 12 10 9 6x6 55x55 30 25 2773 76 26 4 285 3 466 3 428 2,773 2,465 1,386 887 616 453 347 274 222 175 134 106 85 69 57 47 40 34 6x8 55x76 •4125 SI 56 193 36 5,844 6,445 4,675 6,lS6 3,438 5,578 1,650 1146 842 645 509 413 341 286 244 210 175 144 120 101 86 6x10 55x95 52 25 82 73 392 96 7,402 11 634 5 922 9 307 6 875 4,654 2,978 2p68 1,520 1,163 919 745 615 51.7 441 360 331 291 244 205 175 5 6 X 11 5 63 25 12123 69707 6,960 17,048 7i&e 13 636 6,875 5,156 4125 3.031 2,227 1,705 1.347 1,091 902 76B 646 557 4S5 426 378 337 302 6x14 5 5 X 13 5 74 25 167 06 1,127 67 10,519 23,188 8,415 18,550 6,875 5,156 4,125 3,438 2,946 2,339 1^32 1,484 1,226 l,03t 878 757 660 580 513 458 411 6x16 55x165 90 75 249 56 2,058 69 12 856 33 875 10,285 27,100 6,875 5,156 4,125 3,438 2.946 2.578 2,292 2 063 1,792 1506 1.283 1,106 964 84/ 750 669 601 If" Timberstrand LSL nm boorcJ & ] i" Timberstrand LSL 1 25 X 11,88 14 34 29 38 174 43 9 215 3,63.8 7,-J72 7,695 1,808 1,356 1,085 904 775 678 592 432 325 250 197 157 128 105 88 74 63 Hxl4 LSL 125x 14 0 17 50 40 83 285 83 10,865 13,168 8,692 10,534 1,808 1,356 1,085 904 775 678 603 543 493 410 322 258 210 173 144 121 103 1,25 X 16 0 20 00 53 3J 426 67 12.417 1.6,989 9,933 13,591 1,808 1,356 1.085 904 775 678 603 543 493 452 417 385 313 258 215 181 154 UxiH USL 175x 11 88 20 78 41 13 244 21 5,368 9.971 4,295 7.977 1.633 1.225 980 817 700 613 544 490 445 404 318 254 207 170 142 120 102 IfxW LSL U75 X14 0 24 50 57,17 4O017 6 329 13,650 5,063 10,920 1 633 1 225 980 817 700 613 544 490 445 408 377 350 327 279 233 196 167 Uxl6 LSL 1 75 X 16 0 28 00 74 67 597 33 7 233 17.611 5,787 14.089 1.633 1225 980 817 700 613 544 490 445 408 377 350 327 306 288 272 249 Sf" Timberstrand LSL 3ix4i LSL 3 5x4 38 15 31 1117 24 42 5,104 2,170 4,083 1,736 1,543 868 484 280 176 118 83 60 45 35 28 22 18 15 12 10 9 S^X&i LSL 35x55 19 25 1765 48 53 6.417 3,357 5133 2,686 2.380 1343 859 556 350 235 16S 120 90 70 55 44 36 29 24 21 18 3^x7i- LSL 3 5 X 7 25 25 38 3066 11115 8,458 5,687 6,767 4,550 2.380 1,785 1,428 1,011 743 538 378 275 207 159 125 100 82 67 56 47 40 3ix&|LSL 3 5x6 63 3019 43 3$ 16714 10063 7.922 6.050 S337 2,380 1 785 1 428 1 190 I 020 792 626 463 348 268 211 169 137 113 94 79 68 3^x9^ LSL 3 5x95 33 25 52 65 250 07 8,590 13,027 6,872 10,422 5,600 4,200 3.335 2,316 J,7Dg 1,303 980 714 537 413 325 260 212 174 145 123 104 S^xiHLa. 3 5x-It25 39 36 73.83 415 SB m7^ 17,9B7 8,138 14,389 5 600 4 200 3 360 2 800 2,349 1 799 1,421 1,151 891 687 540 432 352 290 242 203 173 3^x11^ LSL 3 5x11 83 41 56 82 26 488 41 10 737 19.941 8 590 15,953 5 600 4,200 3,360 2.800 2,400 t,994 1376 1,276 1.048 808 635 509 413 341 284 239 203 3ixl4L5L 3 5 X 14 0 49 00 114.33 &Q0.33 12,658 27,300 10,127 21840 5.600 4.200 3.360 2 800 2 400 2,100 1,867 1,680 1,444 1,213 1,034 833 678 558 465 392 333 3ixl6LSL 3 5x 160 56 00 149 33 1.194 67 14,467 35.222 11,573 28,178 5,600 4 200 3,360 2,800 2,400 2,100 1,867 1 680 1 527 1.400 1,292 U50 1,002 833 695 585 498 1 At roof loading conditions where shear or bending governs, use a 1 25 LDF adjustment to the above values 2 At roof loading conditions where deflection governs, use a 115 deflection adjustment factor to the above values 3 Shading m the span / allowable uniform load table indicates that bending (F b) governs Shear governs to the left of the shading, and deflection governs to the right ro Section Properites <& Design Loads 2010 CBC/CHC if) o -5 o -o (A Co a o 3 o D CL (A Moment Roof Loads Fioor Loads (w) Allowable Uniform Loads Nominal Actual Area Section of LDF = 125 LDF : 100 Size Size Modulus Inertia Allowable Allowable Span in feet for beam or joist sizes (b)X(d) (A) (S) a) Shear Moment Shear Moment Normal duration. Laterally fully braced repetitive member increase for 2x members inches in^ in-(lbs) (ib-ft) (lbs) (Ib-ft) 10 ft lift 12 ft 13 ft 14 ft 15 ft 16 ft 17 ft 18 ft 19 ft 20 ft 21ft 22 ft 23 ft 24 ft 25 ft 26 ft H" Microllam LVL 1^x9^ LVt 1,75 X 9 5 16.63 26 32 125 03 3,948 7,359 3,159 5,887 453 340 262 206 165 134 110 92 78 66 57 49 42 37 33 29 26 UxlH LVL 175x1188 20 78 4113 244 21 4 936 11155 3,948 8,924 714 S90 496 402 322 262 216 180 152 129 110 95 83 73 64 57 50 1 Jxl4 LVL IT'S »IA0 24 50 57 17 40017 5,819 15 161 4,665 12,129 970 802 674 574 495 429 354 295 248 211 181 156 136 119 105 93 82 Uxl6 LVL 175x16 0 28 00 74 67 597 33 6.650 19,446 5,320 15,557 1,245 1,029 864 736 635 553 486 431 371 315 270 233 203 178 156 138 123 If xi8 LVL 175x18 0 31 50 94.50 850 50 7,481 24,221 5,985 19,377 1,531 1148 919 766 656 574 510 459 418 383 353 328 289 253 223 197 175 2 69" (2 11/16") Parallam PSL 2 69x9i 2 69 X 9 5 25 53 40 42 192 02 6,170 12 532 4,936 10,026 731 550 423 333 267 217 179 149 125 107 91 79 69 60 53 47 42 2 69x11} PSL 2 69x11 88 3191 63 16 375 03 7,713 19,103 6.170 15,282 1223 i.OlO 827 650 521 423 349 291 245 208 179 154 134 117 103 91 81 2 69x14 PSL 2 69 X 14 0 37 63 87 79 614 54 9,093 26,070 7,274 20,856 1,669 1,379 1,159 987 851 694 572 477 401 341 293 253 220 192 169 150 133 2 69x16 PSL 2 69 X 16 0 43 00 114 67 917 33 10,392 33,550 8,313 26 840 2,147 1,775 1,491 1,271 1,096 954 839 711 599 509 437 377 328 287 253 224 199 2 69>(18 PSL 2 69 X 180 48 38 145 13 1 3Q6 13 11,601 41.911 9.353 33,528 2,682 2 217 1.863 1 587 1369 iI92 1 048 928 828 725 622 537 467 409 360 318 283 3f" Parallam PSL 3ij«9| PSL 35x95 33 25 52 65 25007 8,035 16,321 6,428 13,057 953 716 551 434 347 282 233 194 163 139 119 103 89 78 69 61 54 3^x11^^ PSL 3 5x1188 4156 82 26 488 41 10,044 24,878 8,035 19 902 1,592 1,316 1077 847 678 551 454 379 319 271 233 201 175 153 135 119 106 3|X14PSL 3 5K 14.0 49 00 il4.33 80033 11.842 33,952 9,473 27,162 2,173 1,796 1,509 1 286 UO9 903 744 621 523 445 381 329 286 251 221 195 173 3-I-X16PSL 3 5 X 16 0 56 00 149 33 1,194 67 13,533 43,693 10,827 34,955 2 796 Z,3ll 1,942 1,655 1,427 1.243 1,092 926 780 664 569 491 427 374 329 291 259 3ixl8P-£L 3 5 x 18 0 63 00 18900 170X,00 15,225 54,581 12,180 43,665 3,493 2.837 2.426 2,067 1,7S2 1,553 1.365 1,209 1,078 945 810 700 609 533 469 415 369 5i" Parol lam PSL 5 25 X 9 5 49.88 78 97 37510 12,053 24 482 9,643 19,585 1.429 1,074 827 650 521 423 349 291 245 208 179 154 134 117 103 91 81 5^x111 PSL 5 25 x 11 88 62 34 123 39 732 62 15 066 37 317 12,053 29,854 2,388 1,974 1,615 1,270 1.017 827 681 568 479 407 349 301 262 229 202 179 159 5i^<14fa 525x140 73 50 17150 1,20050 17,763 50,928 14,210 40,743 3,259 2,694 2,263 1,929 1,663 1,355 1,117 931 784 667 572 494 430 376 331 293 260 5J-X16 PSL 5 25 X 16 0 84 00 224 00 1,792 00 20,300 65,540 16,240 52,432 4,195 3,467 2,913 2,482 2,140 1,864 1,639 1,390 1,171 995 853 737 641 561 494 437 388 5|xl8PSL 5 25 X13 0 94 50 283 50 2 551.50 22.83S 81,872 18,27G 65,497 5,240 4,330 3,639 3,100 2,673 2,329 2,047 1,813 1,617 1,417 1,215 1.050 913 799 703 622 553 7" Parallam PSL 7x9i PSL 70x95 66 50 105 29 50014 16,071 32.642 12,857 £6.114 1,905 1,431 1,103 867 694 565 465 388 327 278 238 206 179 157 138 122 108 7x11} PSL 70x11 88 8313 164 52 976 83 20 089 49,756 16 071 39 805 3,184 2,652 2153 1 694 1 356 1103 909 757 638 543 465 402 349 306 269 238 212 7x14 PSL 70x140 98 00 228 67 I,fi0a67 23 683 67,904 18 947 54 324 4 346 3 592 3 Q18 2,572 2,217 1 807 1489 1 241 1,046 889 762 658 573 501 441 390 347 7x16 PSL 7 0 X 16 0 112 00 298 67 2,389 33 27,067 87,387 21,653 69.909 5,593 4.622 3,884 3 309 2.853 2,486 2,1BS 1,853 1,561 1,327 1,138 983 855 748 658 583 518 7x18 PSL 70x18.0 126 00 378 00 3.402 OO 30.450 109,162 24,360 87,330 6,986 5,774 4,852 4,134 3.S64 J,10S 2,729 2.417 2,156 1 889 1,620 1 399 1,217 1,065 938 829 737 b-j Slu-lam Sirders & Beams (24F-1 8E or 24F-V4 with standard camber) 6|-Xi6| i5LB 6 75X165 111 3E 306 28 2,526 82 24,595 71B21 19,676 57^-^6 4,.597 3,799 3,192 2,720 2,345 2 043 1,796 1S90 1,419 1,263 1.083 935 814 712 627 554 493 6^x18 SLB 6 75 X 18 0 121 50 364 50 3 280 50 26 831 84.732 21,465 67,786 5.423 4,482 3 766 3 209 2,767 2,410 2,118 1,876 1674 1,502 1.356 1214 1 056 924 814 720 640 6^x21 6L6 6 75x210 141 75 496 13 5,2G9J1 31,303 113,565 26,043 90,852 7,268 6,007 5,047 4,301 3.708 3,230 2,83 9 2,515 2.243 2,013 1,817 1,648 1,502 1,374 1,262 1143 1,016 I-Joists, Sing e use as heoders &, beams 11}" TJT 210 2 06>tll8B OQO QGO eisi 1,256 4,744 1,005 3,795 304 251 211 180 155 135 119 105 94 84 75 65 56 49 43 38 34 14" TJI 210 2 06 X 14 0 0 00 0 00 EI=1 1256 5,613 1 005 4 490 3S9 297 249 213 183 160 140 124 UL 100 90 81 74 68 62 56 50 1 At roof loading conditions where shear or bending governs use a 1 25 LDF adjustment to the above values 2 At roof loading conditions where deflection governs, use a 115 deflection adjustment factor to the above values 3 Shading in the spon / allowable uniform load table indicates that bending (F'b) governs Shear governs to the left of the shading, and deflection governs to the right Pme Ave 08/28/12 Typical Framing Elements Roof Framing Trusses @ 24" o/c (DL = 18 psf, LL = 20 psf) 2x Convetional Rafters & Fill Framing Factory Manufacturer's design by others w = (24/12) (18 psf + 20 psf) = 76 psf 2x4 @ 24" o/c spans to 4'-8" 2x6 @ 24" o/c spans to 9'-10" 2x8 ©24" o/c spans to 13'-0" 2x10 @ 24" o/c spans to 16'-4" 2x12 @ 24" o/c spans to 18'-11" Floor Framing I-Joist floor joists (TrusJoist by iLevel or equal) (Allowable spans per the latest span tables from iLevel, see the latest catalog <& ICC-ES ESR-1387 & ESR-1153) Alternates such c3S Bofse Cascade BCl and Louisiana Pacific LPR joists are allowed per plans, see catalogs w = (16/12) (12 + 40 psf) ^ 69 psf w = (19 2/12)(12 psf * 40 psf) = 83 psf Opening Headers &. Misc Beams HI (w< 170 plf) Roof Floor 4x4 (Max Span =) 6'-4" 6'-0" 4x6 lO'-O" 8'-ll" 4x8 13"-2" ll'-lO" 4x10 16"-3" 14'-6" 6x4 7'-5" 7'-0" 6x6 ll'-8" ll'-l" H2 (w< 370 plf) Roof Floor 4x4 (Max Span =) 4'-7" 4'-2" 4x6 6'-9" 6'-l" 4x8 8'-ll" 8'-0" 4x10 ir-0" 9'-10" 6x4 5'-6" 4'-ir' 6x6 8'-7" 7'-8" H3 (wi 570 plf) Roof Floor 4x4 (Max Span =) 3'-9" 3'-4" 4x6 5'-5" 4'-I0" 4x8 7'-2" 6'-5" 4x10 8*-10" 7'-H" 4x12 10'-10" 9'-8" 3|xlll LSL 14'-2" 13'-5" 6x4 4'-5" 4'-0" 6x6 6'-ll" 6'-2" See uniform loads table on page 2 and 3 for additional H4 (w< 770 plf) Roof Floor 4x6 (Max Span =) 4'-8" 4'-2" 4x8 6'-2" 5'-6" 4x10 7'-7" 6'-9" 4x12 9'-4" 8'-4" 3|x9i LSL 10'-3" 9'-9" 3|xlll LSL 12'-10" 12'-2" 6x4 3 "-10" 3'-5" 6x6 6'-0" 5'-4" H5 (w< 970 plf) Roof Floor 4x6 (Max Span =) 4'-2" 3'-9" 4x8 5'-6" 4'-ir' 4x10 6'-9" 6'-l" 4x12 8'-4" 7'-5" 3^x9^ LSL 9"-6" 9'-0" 3\xni LSL ir-10" ll'-3" 6x4 3 "-5" 3'-0" 6x6 5'-4" 4'-9" H6 (w 11170 plf) Roof Floor 4x10 (Mox Span =) 6'-2" 5'-6" 3ix9i LSL 8'-ll" 8'-5" 3|xll| LSL ll'-l" 10'-5" 6x6 4'-10" 4'-4" spans or load conditions not specifically addressed here stud Column Capacity Pine Ave 08/28/12 2010 CBC/CRC 3f' Stud Wail Sill/Top Plate Stud Heiqht Nominal Size Max Load 6 Ft 7 Ft 8 Ft 9 Ft 10 Ft 12 Ft 14 Ft 16 Ft (1) 2x4 Standard 3,281 Ibs 4,136 lbs 3,288 lbs N/A (2) 2x4 Standard 6,563 lbs 8,272 Ibs 6,577 lbs N/A (3) 2x4 Standard 9,844 lbs 12,409 lbs 9,865 lbs N/A (1) 2x4 Stud 3,281 lbs 3,401 lbs 2,890 Ibs 2,413 Ibs 2,010 lbs 1,683 lbs N/A (2) 2x4 Stud 6,563 lbs 6,801 lbs 5,781 lbs 4,826 lbs 4,019 lbs 3,367 lbs N/A (3) 2x4 Stud 9,844 lbs 10,202 Ibs 8,671 Ibs 7,239 Ibs 6.029 Ibs 5,050 lbs N/A (1) 2x4 C>F#2 3,281 Ibs 4,666 lbs 3,721 lbs 2,983 Ibs 2.424 Ibs 1,999 Ibs 1,419 Ibs 1,055 lbs N/A (2) 2x4 DF#2 6,563 lbs 9,331 Ibs 7,441 lbs 5,965 Ibs 4.847 lbs 3.999 lbs 2,838 Ibs 2,110 lbs N/A (3) 2x4 C>F#2 9,844 lbs 13,997 lbs 11,162 lbs 8,948 lbs 7,271 lbs 5,998 lbs 4,257 Ibs 3,165 lbs N/A (1) 4x4 Standard 7,656 lbs 9.651 Ibs 7.673 lbs 6,141 lbs 4,985 lbs 4,110 lbs 2,914 lbs 2,166 lbs N/A (1) 4x4 DF#1 7.656 lbs 11,783 lbs 9,353 lbs 7,479 lbs 6,068 lbs 5,001 lbs 3,545 lbs 2,635 lbs N/A (1) 4x6 DF#1 12,031 Ibs 18,252 Ibs 14,565 lbs 11,681 Ibs 9,494 lbs 7 833 Ibs 5,560 lbs 4,134 Ibs N/A (1) 4x8 DF#1 15,859 lbs 23,676 Ibs 19,005 lbs 15.294 lbs 12,454 lbs 10,288 ibs 7,312 Ibs 5,441 lbs N/A (1) 4x10 DF#1 20,234 lbs 29,670 Ibs 23,972 lbs 19,363 lbs 15,804 lbs 13,073 lbs 9,306 lbs 6,931 lbs N/A (1) 4x12 DF#1 24,609 lbs 36,085 Ibs 29,155 lbs 23,550 lbs 19.221 lbs 15,900 lbs 11,318 Ibs 8,429 ibs N/A 51" Stud Wall Sill/Top Plate Stud Heiaht Nominal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 2x6 DF#2 5,156 lbs 8,683 lbs 7,653 lbs 6,669 Ibs 5,035 lbs 2,430 lbs 1,989 lbs 1,655 lbs N/A (2) 2x6 DF#2 10.313 lbs 17,367 lbs 15,306 lbs 13,338 lbs 10,070 lbs 4,860 lbs 3,977 lbs 3 311 lbs N/A (3) 2x6 DF#2 15,469 Ibs 26,050 lbs 22,959 Ibs 20,007 lbs 15,106 lbs 7,290 lbs 5,966 lbs 4,966 Ibs N/A (1) 6x4 DF#1 12,031 lbs 22,097 lbs 19,379 Ibs 16,821 lbs 12,641 lbs 6,074 lbs 4,968 lbs 4,134 lbs N/A (1) 6x6 DF#1 18.906 lbs 24,795 lbs 22,955 lbs 20,918 Ibs 16,823 lbs 8,657 lbs 7,134 lbs 5,966 Ibs N/A (1) 6x8 DF#1 25,781 lbs 33,812 lbs 31,303 ibs 28,525 Ibs 22,941 lbs 11,804 Ibs 9,728 lbs 8,136 lbs N/A (1) 6x10 DF#1 32,656 Ibs 40,425 lbs 37,734 lbs 34,689 Ibs 28,322 lbs 14.837 lbs 12,251 Ibs 10,259 Ibs N/A (1) 6x12 DF#1 39,531 lbs 48,936 lbs 45,678 Ibs 41,992 Ibs 34,285 lbs 17,960 lbs 14,830 lbs 12,419 lbs N/A LSL Studs Sill/Top Plate Stud Heiqht Nominal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 3ix3il3ELSL 7,656 lbs 7,444 Ibs 6,108 Ibs 5 069 Ibs 3,622 lbs N/A N/A N/A N/A (1) 3^x41 13E LSL 9,570 lbs 9,304 Ibs 7.635 lbs 6,336 Ibs 4,527 lbs N/A N/A N/A N/A (1) 3ix5i 13ELSL 12,031 lbs 11,697 lbs 9.598 lbs 7,966 Ibs 5,691 lbs 2,609 lbs 2,122 lbs 1,759 lbs N/A (1) 3ix7i 1 3E LSL 15,859 Ibs 15,419 lbs 12,652 lbs 10,500 Ibs 7,502 lbs 3,439 lbs 2,798 lbs 2,319 Ibs N/A (1) 3ix8f 13ELSL 18,867 Ibs 18 343 Ibs 15,051 Ibs 12,492 Ibs 8,925 lbs 4,091 Ibs 3,328 lbs 2,759 lbs N/A PSL Studs Sill/Top Plate Stud Heiaht Nominal Size Max Load 8 Ft 9 Ft 10 Ft 12 Ft 18 Ft 20 Ft 22 Ft 24 Ft (1) 3^x34 18EPSL 7,656 lbs 10,730 Ibs 8,702 lbs 7.169 lbs 5,081 lbs N/A N/A N/A N/A (1) 3ix54l8EPSL 11,484 lbs 16,095 Ibs 13 052 lbs 10.754 lbs 7,622 lbs 3,466 Ibs 2,816 Ibs 2,333 lbs N/A (1) 3^x7 18E PSL 15.313 Ibs 21460 Ibs 17,403 lbs 14,339 lbs 10.162 lbs 4,621 lbs 3,755 lbs 3,110 lbs N/A (1) 5^x5^ 1 8E PSL 17.227 lbs 44,269 lbs 38,114 lbs 32,639 lbs 24.142 lbs 11,432 lbs 9,336 lbs 7,760 lbs N/A (1) 5^x7 1 8E PSL 22,969 lbs 59,026 Ibs 50,818 lbs 43,519 Ibs 32,189 lbs 15,243 Ibs 12,448 lbs 10.347 lbs N/A (1) 7x7 1 8E PSL 30 625 lbs 100,192 Ibs 92,677 lbs 84,376 lbs 67,757 lbs 34,806 Ibs 28,678 lbs 23 982 lbs N/A SEISMIC ANALYSIS Pine Ave 8/28/2012 2010 CBC Alt Basic Load Comb Seismic Loads 1284 mm 1 = 100 0 22 s (max) Si = 0 484 mm Design Category = D Ts = 0 50 s S^s- (100)(128) = 1284 Site Class = C TL = 80s 5MI= (1 32)(0 48) = 0 637 R = 65 Cs = 0 132 Eq 12 8-2 5^,5= (2/3)(128)-0 856 Qo--25 Cs<-0 292 Eq lZa-3/4 SDI = (2/3)(0 64) = 0 425 Cd = 4 00 Cs>-0 038 Eq IZ 8-5/6 Desiqn Loadinq, Allowable Stress Desiqn Base Shear p=10 p=I3 p=10 p=13 Used Eh= (P)CC5)(W) = 0132W 0171W Eh/14= 0 094W 0122W 0159W Ev= (0 2)(S,5)(D) = 0171W 0 171W Ev/14= 0 122W 0122W 0122W Component Interconnect on Fp= 0 133p(S,s)W = 0114W 0148W E/14 = 0 081W 0106W Distribution of Forces l-5torv Roof Weight 26 4 psf X0159 = 4 19 psf mm force 2-Storv k = 100 Roof Floor Weiqht Heiqht fWx)(Hxh 26 4 psf 19.1 ft 503 66 23 4 psf 112 ft 262 08 Vbase = 49 8 psf x 0 159 765 74 = 7 90 psf % Force Force to element 66% 5 20 psf 34% 2 70 psf 7 90 psf Pme Ave WIND ANALYSIS, Worst Case 8/28/2012 2010 CBC Alternate Basic Load Combinations 7 Wind Speed = 85 Importance = 1 0 1,200 Exposure = B Kd = 0 85 a = 70 Enclosure = Enclosed Kzt= 10 & = 0 85 fl3)pl fl 3)p2 Wind Pressures Element Z fpsf) fpsf) Windward Walls 21 4' 0 64 10 00 0 80 6 45 1124 Floor Height = 114' Windward Walls 11 4' 0 57 9 04 0 80 5 59 10 38 Eave Height = 214' (not used) Roof Height (h) = 23 2' Leeward Wall 23 2' 0 65 10 23 -0 50 -8 05 -3 26 Width (B) = 60 0' Roof to ridge (a) 23 2' 0 65 10 23 -0 43 -7 31 -2 52 Length(L)= 60 0' Roof to ridge (b) 23 2' 0 65 10 23 -0 04 -2 84 195 Roof Angle (0) = 18 4" Roof-Leeward 23 2' 0 65 10 23 -0 57 -8 83 -4 04 qh = 10 23 (not used) (not used) Windward overhang bottoms 21 4* 0 64 10 00 0 80 8 84 8 84 Note (not used) PI has internal pressure (not used) P2 has internal suction Interior Pressure 23 2' 0 65 10 23 ±018 (2 39) (-2 39) Wind Left to Rioht Wind Rioht to Left Roof Elements Length Pla(plf) Plbfplf) P2a(plf) ^2bfplf) Plafplf) Plbfplf) P2afplf) P2bfolf) Left Overhang 11' -14 5 -9 8 -14 5 -9 8 -0 8 -0 8 -0 8 -0 8 Left Sloping 116' -84 7 -32 9 -29 2 22 6 -102 3 -102 3 -46 8 -46 8 Flat Section 36 0' -317 7 -317 7 -145 3 -145 3 -3177 -317 7 -145 3 -145 3 Right Sloping 11 6' -102 3 -102 3 -46 8 -46 8 -84 7 -32 9 -29 2 22 6 Right Overhang 1 r -0 8 -0 8 -0 8 -0 8 -14 5 -9 8 -14 5 -9 8 Roof Totals Honz Vert Vertical Elements Left to Riqht Riaht to Left Pla (Left to Rt) 1 2 -509 7 Lenath PI fplf) P2 fplf) PI (plf) P2 fplf) Plb (Left to Rt) 19 1 -456 2 Left Walls-Upr 52' 33 5 58 4 41 9 17 0 P2a (Left to Rt) 1 2 -231 9 Left Walls-Lwr 11 2' 62 6 116 3 90 2 36 5 P2b (Left to Rt) 191 -178 4 (not used) Pla (Rt to Left) 1 2 -509 7 Rt Walls-Upr 52' 41 9 17 0 33 5 58 4 Plb (Rt to Left) 19 1 -456 2 Right Walls-Lwr 11 2' 90 2 36 5 62 6 116 3 P2o (Rt to Left) 1 2 -2319 (not used) P2b (Rt to Left) 19 1 -178 4 (not used) (not used) Code Mm Horizontal Forces (10 psf) From Roof 19 1 191 191 19 1 This section 260 plf Total Hori2 Forces 247 247 247 247 Summary of Results Wind Load Design Force = (1 3)W = Left to Right = 260 plf Right to Left = 260 plf Seismic Force = E/1 4 = (60 00) (7 90) = 474 plf Seismic Soverns Pine Ave 08/28/12 Typical Shear Panel 2010 CBC/CRC 8 TYPICAL ELEMENTS OF PE5ISTIVE MOMENT AT SHEAP PANELS /N/N/N/NAAAAAAI U \]/\l/\t/Nl/\l/\l/\l/\i^\i^\l/ Wr FLUSH dEAM OP HDP WHEPE OCCU PS-"1 \[/\l/\l/Nl/\i/\l/\l/\l/\l/\i/ W\l/\l/\l/Ni/M/M/W\J/ Ww Wf •CONT DBL TOP FL WHEPE OCCUPS -DPOP'P 3M OP HDP WHEPE OCCUPS V \ \ \ I I I I / / / / / Ws I \ \ \ \ id A. P = LOAP FPOM HEAPEP OP dEAM Wr = UNIFOPM LOAP OF POOF Ad OVE Ww = UNIFOPM LOAP OF WALL A30VE Wf = UNIFOPM LOAP OF FL OOP APOVE Ws = UNIFOPM LOAP OF WALL SELF WEIGHT U - UPLIFT FPOM O 7E, W, E/1 4, OP wW WALL .POOF & PA PTI TION WIEGHTS (w) i 9' 10 POOF TPUSS SPAN 72 FLF 31 FLF 90 FLF EXTEPlOP 112 PLF 126 FLF 140 PLF INTEPlOP WOOD 72 FLF 31 FLF 90 FLF INTEPlOP GYP 64 PLF 72 FLF 30 FLF Pine Ave 08/28/12 Shearwail Schedule 2010 CBC/CRC 9. SHEARWALL SCHEDULE (ASD VALUES) 0 SHEARWALL DESCRIPTION (See footnotes 1 & 4) SHEAR VALUE ANCHOR BOLT SPACING 16d (0148") SILL NAILING 1 /z" gypsum wallboard, unblocked w/ 58 cooler or wallboard c 7" o/c (See footnote 2) o o %" e 48" ./ or Yz" e 48" 12" or (2) e 16" 2 %" gypsum wallboard, unblocked w/ 6d cooler or wallboard E 4" o/c (See footnote 2) %" e 48" or 1/2-c 48" 8" or (2) 6 16" 3 yg" stucco & 18 ga mesh, unblocked 0120"x1 /z" noils (Us" heads) 6 6" o/c o og ye" C 48" ./ or "/z" e 48" 8" or (2) e 16" 4 l/z" gypsum wallboard two sides, unblocked w/ 5d cooler or wallboard fi 7" o/c o o CM ya" C 48" 1, or •/z" C 42" 8" or (2) e 16" 5 Ye" ply C-D or C-C sheathing, (1) side w/ 8d C 6" o/c edge, 12" o/c field, blocked (See footnotes 3 & 5) > O CO CM ya" e 48" 1. or Yz" c 32" 6" 6 ya" ply C-D or C-C sheathing, (1) side w/ Bd 6 4" o/c edge, 12" o/c field, blocked (See footnotes 3 & 5) • o m m ya" e 36" ./ or Yz" C 24" 4" 7 ys" ply C-D or C-C sheathing, (1) side w/ 8d e 3" o/c edge, 12" o/c field 5x abutting panel studs, blocked (See footnotes 3,5, & 6) t o o> ya" e 24" 1/ or Yz" 0 16" 3/2" 8 i%2" rated STRUCT 1 panel, (1) side w/ lOd e 3" o/c edge, 12" o/c field 3x abutting panel studs, blocked (See footnotes 3,5,6, & 7) in CO CO ya" e 16" ,/ or Yz" e 12" SDS screws B 8" 9 '%z" rated STRUCT 1 panel, (1) side w/ lOd e 2" o/c edge, 12" o/c field 3x abutting panel studs, blocked (See footnotes 3,5,6, & 7) X o 1^ ya" e 12" 1/ or Yz" e 8" '/-i"x4'/z" SDS screws C 8" Pme Ave ROOF FRAMING, Pine Ave Duplex 09/06/12 10 Typical Roof Framing Typical Conventional Framing Factory Trusses @ 24" o/c 2x rafters @ 24" o/c, see calcs pg 4 2010 CBC, Basic Load Combinations TYPICAL BEAMS & HEADERS AT 0PENIN6S Snd line Uniform lood Header (see pg 4) A/E 3/5 1 (roof) (11)(38) (wall) (floor) (2)(56) (9)(56) (misc) + 20 + 20 + 20 132 plf 524 plf 438 plf HI H3 H3 B-9 see below B-10 Span = 16 5' &r\d 4 Dropped Beam wl(x<8)= w2 (x>8) = Rl = R2 = Moment = Deflection (roof) (wall) (floor) (11)(56) (17)(56) (misc) + 20 + 20 (Critical Rl / 1 00 LDF = 5,983 lbs) Rl (max ) (Critical R2 / 1 00 LDF = 7,367 lbs) R2 (max ) (Critical M / 1 00 LDF = 27,921#f t) Moment (max ) (ALL = L/754) 676/1= 0 38" 636 plf 972 pif 5,983 lbs 7,367 lbs 27,921#ft L/525 wl TRI w2 IR2 5ixl6 PSL B-ll Span = 10 0' Grid 3 1 above Laundry wl = (roof) (wall) (floor) (32/2)(56) (misc) + 20 916 plf TRI TR2 Rl ^ R2 z Moment = Deflection (Critical Rl / 1 00 LDF = 4,580 Ibs) Rl (max ) (Critical R2 / 1 00 LDF = 4,580 lbs) R2 (max ) (Critical M / 1 00 LDF = ll,450#ft) Moment (max ) (ALL = L/814) 103/1= 0 21" 4,580 lbs 4,580 lbs 3|xll| PSL L/569 ' e-9 span - 12 0' Header, Grid 5 wl - (roof) (wall) (4)(14) (floor) • (8)(65) (misc + 20 596 plf TRI TR2 Rl = R2 = Moment - Deflection - (Critical Rl / 1 00 LDF = 3,576 Ibs) Rl (max) = 3,576 lbs (Critical R2 / 1 00 LDF = 3,576 lbs) R2 (max ) = 3,576 lbs (Critical M / 1 00 LDF - 10,728#ft) Moment (max ) = 10,728#ft (ALL = L/707) 185/1^ 038"= L/379 3^x11^ LSL Pme Ave FLOOR FRAMING, Pine Ave Duplex 08/28/12 11 Typical Floor Framing 14" I Joists at 16" / 19 2" o/c See plans & calcs pg 4 for options 2010 CBC, Basic Load Combinations TYPICAL BEAMS & HEADERS AT OPENINGS Grid line Uniform load Header (see pg 4) (roof) (wall) (floor) (misc) intertor brg (10)(8) - (16)(52) + 20 932 plf H5 E (4)(38) * (10)(14) * (1 5)(52) ^ 20 390 plf H3 1 (11)(38) +(10)(14) - (8)(52) f 20 994 plf H6 2 5 (4)(52) + 20 = 228 plf H2 B-12 Span = 21 0' Grid 3 Above Garage (roof) (wall) (floor) (misc) wl -(10)(14) + (9+4+l)(54) + 20 916 plf w 1111111111 ll 111 i ll 11111 ll TRI TR2 Rl = (Critical Rl / 1 00 LDF = 9,618 lbs) Rl(max) = 9,618 lbs R2 = (Critical R2/100 LDF = 9,618 lbs) R2(max) = 9,618 lbs Moment = Deflection = (Critical M / 100 LDF = (ALL = L/525) 50,494#ft) 2,004/1 = Moment (max) = 0 79" = 50,494#ft L/321 5^x18 PSL Moment = Deflection = (Critical M / 100 LDF = (ALL = L/525) 50,494#ft) 2,004/1 = Moment (max) = 0 79" = 50,494#ft L/321 B-13 Span = 16 2' Garage Door Header (roof) (wall) (floor) (misc) wl (x<5 2) = (2)(52) + 35 139 plf w2 (x>5 2) = {10)(14) - (11)(52) + 35 747 plf PI(x=5 2)= 9618 [Reaction From B-12] = 9,618 lbs TRI TR2 L ^ , Rl = (Critical Rl / 1 00 LDF = 9,927 Ibs) Rl(max) = 9,927 lbs R2 = (Critical R2 / 1 00 LDF = 8,631 lbs) R2(max) = 8,631 lbs Moment = Deflection = (Critical M / 100 LDF = (ALL = L/538) 49,742#ft) 1,077/1 = Moment fmax) = 0 60" = 49,742#ft L/323 5ixl6 PSL Moment = Deflection = (Critical M / 100 LDF = (ALL = L/538) 49,742#ft) 1,077/1 = Moment fmax) = 0 60" = 49,742#ft L/323 B-14 Span = 16 2' Garage Door Heoder (roof) (wall) (floor) (misc) wl = (10)(14) - (11)(52) + 35 747 plf 11111111111111111111111 ll PI (x=2) = 14616 5 [Reaction From B-21] -14,617 lbs Rl TR2 X Rl = (Critical Rl/100 LDF = 18,863 lbs) Rl(max) = 18,863 lbs R2 = (Critical R2 / 1 00 LDF = 7,855 lbs) R2(max) = 7,855 lbs Moment = Deflection - (Critical M / 1 00 LDF = (ALL = L/782) 41,301#ft) 988/1= Moment (max) = 0 39" = 41,301#ft L/502 = 5^x18 PSL Pme Ave FLOOR FRAMING, Pme Ave Duplex (Continued) 08/28/12 12 B-15 Span = 20 5' Grid 4 wl = (roof) (wall) (floor) (misc) (10)(8) +(19/2+32/2)(52) + 20 1,426 plf TRJ TR2 Rl = R2 = Moment = Deflection (Critical Rl / 1 00 LDF = 14,617 lbs) Rl (max ) = 14,617 lbs (Critical R2 / 1 00 LDF = 14,617 lbs) R2 (max) = 14,617 lbs (Critical M / 1 00 LDF = 74,910#ft) Moment (max) = 74,910#ft (ALL = L/413) 2,833/1= 083"= L/295 7x18 PSL B-16 Span = 12 5' Grid 4 wl(x<5)= w2 (x>5) = Rl = R2 = Moment = Deflection (roof) (wall) (floor) (22/2)(52) (33/2)(52) (misc) + 20 + 20 (Critical Rl / 1 00 LDF = 4,344 lbs) Rl (max) (Criticol R2 / 1 00 LDF = 5,202 Ibs) R2 (max) (Critical M / 1 00 LDF = 15,408#ft) Moment (max) (ALL = L/1,132) 212/1= 0 18" 592 plf 878 plf 4,344 Ibs 5,202 Ibs 15,408#ft L/848 wl TRI w2 TR2 5I-X14 PSL B-17 Span = 14 0' Grid 4 wl (x<4 5) = w2 (x>4 5) = (roof) (wall) (floor) (misc) (22/2)(52) + 20 (10)(8) + (22/2+33/2)(52) + 20 592 plf 1,530 plf PI (X=4 5) = (33/2x5/2)(52) [Reaction from end of beam above] = 2,145 lbs Im TR2 Rl = R2 i Moment = Deflection = (Critical Rl / 1 00 LDF = 8,623 Ibs) Rl (max) = (Criticol R2 / 1 00 LDF = 10,721 lbs) R2 (max ) = (Critical M / 1 00 LDF = 37,563#ft) Moment (mox ) = (ALL = L/426) 651/1= 0 54" = 8,623 lbs 10,721 lbs 37,563#ft L/310 5ixl4 PSL Rl = R2 i Moment = Deflection = (Critical Rl / 1 00 LDF = 8,623 Ibs) Rl (max) = (Criticol R2 / 1 00 LDF = 10,721 lbs) R2 (max ) = (Critical M / 1 00 LDF = 37,563#ft) Moment (mox ) = (ALL = L/426) 651/1= 0 54" = 8,623 lbs 10,721 lbs 37,563#ft L/310 B-18 Span = 12 2' Above 1 Car Garage wl - (roof) (3)(38) (wall) • (12)(14) (floor) • (4)(52) (misc) + 20 510 plf Rl = R2 5 Moment = Deflection (Critical Rl / 1 00 LDF = 2,745 Ibs) Rl (max) = 3,041 Ibs (Critical R2 / 1 00 LDF = 2,745 Ibs) R2 (max) = 3,041 Ibs (Critical M / 1 00 LDF = 8,372#ft) Moment (max ) = 9,275#ft (ALL = L/2,137) 151/1 = 019" = L/775 3^x14 LSL Pme Ave 08/28/12 FLOOR FRAMING, Pine Ave Duplex (Continued) 13 B-19 Span = 11 0' Above Kitchen at Deck/Porch Above (roof) (wall) (floor) (misc) wl = (11)(38) +(12)(14) + (4/2+7/2)(52) + 20 = 892 plf w mill llliiliil Mil lllil ll TRI TR2 Rl = (Critical Rl / 1 00 LDF = 3,696 lbs) Rl(max) = 4,674 Ibs R2 = (Critical R2 / 1 00 LDF = 3,696 lbs) R2(max) = 4,674 ibs Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/1,458) 10,164#ft) 172/1= Moment (max) = 021" = 12,853#ft L/615 31x14 LSL Moment = Deflection = (Critical M / 1 00 LDF = (ALL = L/1,458) 10,164#ft) 172/1= Moment (max) = 021" = 12,853#ft L/615 B-20 Span = 15 0' Above Kitchen, supports B-19 (roof) (wall) (floor) (misc) wl(x<5)= w2 (x>5) = (10)(8) (20/2)(38) + (12)(14) + (2)(52) ^ (9/2)(52) + 20 + 20 204 plf 802 plf 1^(1 iHlllllllllll PI(x=5)z (20/2xl9/2)(38) + 4673 9 [Girder Truss and Adj Beam] 8,284 Ibs TRI TR2 Rl = (Critical RI / 1 25 LDF = 6,465 lbs) Rl(max) = 8,789 Ibs ^ * R2 = (Critical R2 / 1 00 LDF = 5,985 lbs) R2(max) = 7,993 lbs Moment = Deflection = (Criticol M / 1 25 LDF = (ALL = L/728) 30,482#ft) 710/1= Moment (max) = 0 59" = 41,411#ft L/304 5ixl4 PSL Moment = Deflection = (Criticol M / 1 25 LDF = (ALL = L/728) 30,482#ft) 710/1= Moment (max) = 0 59" = 41,411#ft L/304 e-21 Span = 16 4' Garage Grid B (roof) (wall) (floor) (misc) wl = (10)(8) + (23/2)(52) + 20 698 plf w lllillllllllllllilllllllH TRI TR2 Rl = (Critical Rl / 1 00 LDF = 5,724 Ibs) Rl(max) = 5,724 lbs R2 = (Critical R2 / 1 00 LDF = 5,724 Ibs) R2(max) = 5,724 lbs Moment = Deflection (Critical M / 1 00 LDF = 23,467#ft) Moment (max ) = 23,467#ft (ALL = L/942) 568/1= 0 32" = L/621 5ixl6 PSL B-22 Span = 6 0' Rec Room header under B-15 wl = PI (x=ll) = Rl = R2 = Moment = Deflection • (roof) 8622 9 (wall) (11)(14) (floor) • (1)(52) (misc) + 20 (Critical Rl / 1 00 LDF = 7,720 fbs) Rl (max) (Critical R2 / 1 00 LDF = 2,259 lbs) R2 (max ) (Critical M / 1 00 LDF = 8,355#ft) Moment (max ) (ALL = L/1,918) 28/1= 0 06" 226 plf 8,623 lbs TRI TR2 7,720 Ibs 2,259 Ibs 3ixll| LSL L/l,243 ' Pine Ave 8/28/2012 LATERAL DISTRIBUTION-SEISMIC, Pine Ave Duplex 14 Seismic Base Shear Vupper = VIower = Vlow roof = 2,850 sf X 5 2 psf = 3,175 sf x2 7psf = 0 sf X 4 3 psf = 14,809 Ibs 8,585 Ibs 0 Ibs 23,394 Ibs DISTRIBUTION Upper Lower Load Grid Roof Floor Roof From Total Lme Area Area Area Above Force (5 2 psf) (2 7 psf) (4 3 psf) (lbs) (lbs) UPPER LEVEL A 374 1,943 B 1,020 5,300 C 126 655 D 396 2,058 E 897 4,661 1 434 2,255 3/31 898 4,666 4 1.020 5,300 5 480 2,494 LOWER A 374 1,943 2,955 B 1,020 5,300 8,058 C 416 655 1,780 D 450 2,058 3,274 E 897 4,661 7,086 1 498 2,255 3,602 2 110 297 3/31 990 4,666 7,343 4 1,020 5,300 8,058 5 480 2,494 3,792 SHEARWALL ANALYSIS-SEISMIC end Shear Wall Net Wall Wall Wail Line Force Lengths Length Shear Height H/B (Ibs) (feet) (feet) (plf) (feet) Ratio Pier H/B Ratio WALL TYPE OT Moment (#-FT) Resisting Elements (plf) Self Wt Roof Above Walls Above Floor Above EncJ LoacJs (Ibs) {0 9-0 12)x Resisting Moment Uplift HolcJown from Uplift Uplift Hardware Above Cpif) (lbs) (Simpson or Eq) in X m 77 Z > < M CO 1 m M in M Ci 3 < C7 c X UPPER LEVEL A 1,943 B 5,300 C 655 18 6 17 2 10 2 12 13 2 29 2 54 147 122 10 10 10 05 08 10 20 30 21,781 6,547 119 140 72 36 119 36 280 22 052 7,141 none (23) none (58) none 2,058 4,661 2,255 9 18 12 18 4 90 16 0 64 229 292 352 10 10 10 11 06 08 2 8 2 5 20 577 27,272 22.551 112 154 168 36 198 24 280 280 280 6,641 27,521 23,175 1548 CS16 (14) none (52) none 3/3 1 4 5 4,666 5 300 2,494 10 5 12 18 13 4 95 14 239 215 77 195 247 324 10 10 10 10 11 07 3 3 20,500 23,419 9.059 112 112 154 36 42 252 108 280 280 8,657 14 887 23 238 322 1,128 CS16 @ Grid 3 1 284 898 C5I6 @ 9 5 ft panel (1,013) rone LOWER A 2,955 28 28 8 2 361 75 27 10.834 154 24 1,111 2,431 HTT4 8,058 1,780 3,274 17 4 382 8 25 4 36 80 317 488 409 10 10 13 2 1 13 25 380 14 236 32,744 154 140 98 72 168 24 24 24 280 6,190 2 299 3 045 2.399 HTT4 © 8 only 3,125 STHDIO 3 712 HTr5 7 086 3 602 297 16 16 17 ' 20 0 16 0 80 354 225 37 10 10 10 06 06 13 14 38,975 36.016 2,974 140 140 140 36 198 168 168 24 96 48 280 41,477 63,598 4,692 (147) nore (1724) none (215) rone 3/31 4 5 7.343 8.058 3,792 6 5 12 19 5 10 16 26 0 18 0 15 9 282 448 239 10 10 10 15 13 08 31 18 357 35 813 28,684 140 112 140 154 112 140 216 48 108 280 280 9.823 6.789 24,411 89 1,313 HTT4©6 5' 3,628 HTT4 Sill Anchorage (1) Net Length reduced-Force Transfer Around Opening(s) (2) Net Length reduced-Perforated Shearwail (3) Net Length reduced-H/B between 2 1 and 3i 1 Footnotes Comments (Jl PERFORATED SHEARWALLS V ^•jv— 4— T/C . Ll OPENING WIDTH T/C L2 •PIER H/B BASED ON FULL HEIGHT Shear Ht <5 Ht & CV) Width Width Wall Description (lbs) LxH LxH Max Percent Total Table Length Opening Full Ht Full-Ht 43 3 5 CQIL, Height Sheathing ZLi (ft) CQ (ft) Max H/B (2L/H)x Pier Factor CToZL, H/B 2L/H (ft) Shear Shear V/CQZU Wall (plf) Type OTM W OTM-RM Pomt Net Holdown (V)(H) 0 78DL RM CQIL Load Uplift Hardware (Ibs-ft) (plf) (Ibs-ft) (Ibs) (Ibs) (Ibs) (Simpson or Eq) Upper Level A 1943 18 6x10 0 4 0x5 0 C 655 10 2x10 0 2 0x3 5 0 50H 78% 14 60 0 90 13 2 0 35H 80% 8 20 0 99 8 1 2 0 100 13 2 3 0 0 66 5 4 147 5 122 5 19 434 161 27 794 -450 218 -668 (no uplift) 6.547 137 7141 -58 0 -58 (no uplift) E 1936 18 0x10 0 7 0x5 0 5 907 M 0x10 0 8 0x5 0 0 50H 61% 1100 0 84 9 2 0 50H 43% 6 00 0 78 47 2 8 0 72 6 6 3 3 0 60 2 8 292 6 324 6 19 362 284 45 995 -1,480 218 -1,698 (no uplift) 9,072 237 23 238 -1,012 0 -1,012 (no uplift) Lower Level 5 924 16 0x10 0 8 0x5 5 0 55H 50% 8 00 075 6 0 3 1 0 64 3 9 239 5 9,235 303 38 738 -1,844 218 -2.062 (no uplift) X m CO t O o Q_ O Q- < ra r; CALCULATIONS FOR POST-TENSION SLAB ON GRADE FOUNDATION DESIGN 1284 PINE AVE Prepared For: Reinforcing Company Post-Tensioning & Reinforcing Steel Contractor ProjectName: 1284 PINE AVE PTDU # 2848 PC IZ-ooSS PROJ. 1284_PINE^Ve.JPTDU#2848) 08/28/12 Calculations to show capacities of the Post Tension Slab to support loads POST TENSION SLAB PARAMETERS BASEb UPON THE SLAB ABEAMCAPAaTIES "d" Wm CO-ord with Soils Rpt CRITERIA Allowable Soil Pressure at bottom of footings = 1 00 ksf Allowable Soil Pressure at bottom of slab = 1 00 ksf Slab Thickness = 5 0 CONCRETE fc = fc = Stress at = Ec = ft = 3000 psi @ 28 days 1350 psi 2250 psi 3 122,019 psi 328 6 psi 109 5 psi area = 0 153 sq ins Exterior Beam overall 'd' ins Mm P/A = 60 psi 20 STEEL Cable 1/2 dia ASTM 416 Strand Pjack (0 8 X fpy x area) Panchor (0 7 x fpy x area) Peffectivc (0 65 x fpy x area) Es = 270 KSI 33 0 KSI 28 9 KSI 26 9 Ksi 28,000 Ksi Find Moment Capacty of Slab Mt = Section Modulus x ollotvable Stress Stress = ( 6 X sqrt f'c * P/A) = Mm P/A = 60 psi 386 63 psi Section Modulus= Moment = 8D'2/6 = 19 43 kft 50 'ms'S Given Breath ir Depth ir 12 0 5 0 for cantilever M=wL''2/2, when " L " = " t effective ", solve for " L eff ", where w = Soil Pressure 19 432 (Soil Pressure x L'"2)/2, L= 6 23 ft Equivalent Strip of Ftg (beam width*Lef,+4" = 7 57 ft Total Capacity of Exterior Ftg = 7 57 kips/lm ft Lood from Exterior Wall = 1 50 Less than 7 57 k/lf POINT LOAD CAPACITY OF EDGE BEAM Len " = 6 23 ft Width of bearing area = 6 01 ft Assume to spread (2 x "BM DEPTH"*distance perpendiclar to load) Net area = 9 34 sf Soil Press= 0 75 Max allowable P = 7 00 kips INTERIOR FOOTING CAPACITY "I" effective —M< Typ Intenor Bearihg Wall Ftg 'T' effective > "t" 10^ L eff = 6 23 Ft Equivalent Strip of Shovel Footmg = Load capocity at Reduced Bearing = 14 14 ft 14 14 kips/lm ft Load from Struct Eng's Drawing 1 5 less than 14 14 klf POINT LOADS ON INTERIOR PAD FOOTINGS PT cable- < > 1/2| Uff AB per Structural- Drawings Pad + 8" Post <—> ^ Pad Dimension ^ Pod * 8" 1/2 Lcff slab "t" 'Rebar Depth Interior Square Pod Footing Effective Area of Pads = l"-6" Pad area = 2'-0" Pad area = 2'-6" Pad area = 3'-0" Pad area = Pod Width * (1 X L eff)"2 59 8 sf 67 8 sf 76 3 sf 85 3 sf Capacities w/ Allowable Bearing at u/s slab = l"-6" Pod 38 9 Kips 2'-0" Pad 44 1 Kips 2'-6"Pad 49 6 Kips 3'-0" Pad 55 4 Kips 0 65 ksf Allowable x 65% for slab & pad combination itheref ore It can be seen tH^ot point ioQds can be supported lay the PT system. Find Section Properties of Edge Beam 6iven t= b = depth = 5 12 20 •ns ins ins Area of section = 402 sq ins 12" L "t" "6 X t" Depth "d' Portion A ins"2 y" Ay Ay "2 X ms"4 slab 150 17 5 2625 45938 312 5 stem 240 10 2400 24000 8000 bottom 12 2 24 48 16 402 5049 69986 8329 C & bottom = C & top = 12 56 7 44 ins ins Icq = 14,900 ins'"4 LOAD Slob BLl>& Use 960 Ibs/lin ft average Dead Load= Live Load= With Tendons spaced at = 4 00 63 40 103 Lbs/sq ft Ft Slob P/A = (Peff/Tendon spacing * slab thkness ) = Beam P/A = (Pcff/Beam Area) = Slab I = bxd'3/12 = 0 112 KSI 0 067 KSI MtduetoPTecc = 11054 54 1b ft Length of Bm required to resist applied Mt (Dead load only) w/ M= W L'"2/2 = Interior Moments Interior spans -M=Wr2/12 Exterior span -M=Wr2/12 Moment Determination Precompression = Tensile Capacity = Load to ftg = -Mt = wr2/12 = *Mt = wr2/24 = Mt due to HD's =Plxl/8= •Moment Capacity of Bm = -Moment Capacity of Bm = Consider 2 way action of slab for bending +M= Wr2/24 *Mt= wr2/24 66 79 328 63 395 43 psi 1 5 plf 7 Ibft 3 Ibft 3642 Ibft */- Mt = PL/8 125 Ins*4 Beam W1419 7 27 ft HD load = 4010 Lbs 39,093 Ibft 65,991 Ibft Actual Mts *Mt = -Mt = 3 Ibft 7 Ibft Maxinaum Span of Slab w/o Ground support. Consider Continuous Moment = Wl"2/12 Consider Simple Span Moment = Wr2/8 Slab Sec Mod ins^3 = Altowabie stress in Slob= Slab Sec Mod ms~3 = Allowable stress in Slab= 50 Slab Load = 123 389 Slab Mt pft= 1619 Max Slab Span ft = 12 59 50 Slab Uad = 123 389 Slab Mt pft= 1619 Max Slab Span ft = 10 28 Find Deflection Continuous Span Deflection = wr4/384EI Simple Span Deflection = 5wr4/3B4El - 0 036 ins < span/360 = 0 420 "IS 0 079 ins < span/360 = 0 343 '"S Therefore Slob is OK Allowable Spans of Bms w/o Support of Subgrade Load/ft of Penmeter Bm= 1 5 lbs/ft Find Allowable Span of Beam controlled by Negative Moment -Mt- wr2/12= 125L"2 Find "L" from allowable stresses on bms using PTstress at 3 x Sqrt f'c Allowable Stress = 164 psi AllowableStress ftop = (My/I)-({Pe x ecc x yt)/I)- Bm Prestress Solve for Span " I" in Mt expression -Span L - 23022 ft Find Allowable Span of Beam controlled by Positive Moment *Mt=wr2/24= Allowable Stress = 164 psi AllowableStress fbot = (My/I)+((Pe x ecc x yt)/I)- Bm Prestress Solve for Span " I" in Mt expression -t-Span L = 17276 49 ft Bottom Stress Control Allowable Spans of Beams Find Deflection Deflection = wr4/384EI 12927139 * span/360 = 575 88 Check on Mm Slab Residual Comp Stress maintained above 5opsi after slab subgrade friction loss Subgrade Fnction Coef = 1 00 for slabs cast on sand over polyethylene To maintain 50psi Max tendon Spacing = Effective Prestress/(Sfress*slab area)+(slab wt •ls/2"0 5) For slob thickness t = 5 00 ms Fe kips = 26 85 Max c/c = Fe/((50*(t*12))*(t/12)''150)*0 25Ls Slob " Ls" Max Spacing based on in feet 50 psi 15 20 25 30 40 50 60 100 8 30 ft 8 11 ft 7 92 ft 7 74 ft 7 41 ft 7 10 ft 6 82 ft 5 89 ft Mm Residual Stress Based on 5ft c/c 85 60 psi 84 30 psi 82 99 psi 81 69 psi 79 09 psi 76 48 psi 73 88 psi 63 46 psi [ 50 psi Code minimum] Check condition if a Bearing wall ts constructed off the footing & on the PT slab The slob alone is not used as a bearing wall support only for partition walls. But if by mistake a load-bearing wait is misplaced, it can be shown that the slab can perform with in the limits af the PT slab design I I cqnter 1.9^ o| wall I 1 y 1 L eff 1 1 I eff Wall bearing on slab not wall Consider that P/A at mid-span is reduced due to subgrade friction. Compute new "L eff" with P/a = 50psi & strength =2*sqrt f'c Moment Capacity from page 1 of Slab Calcs Mt = 0 66 kip ft L effective 1 15 ft L in Ft = (2*leff • 3 5/12)= 2 60 ft Use soil bearing capacity= Max Wall load kip/ft = Load from 3 Story Party wall = 2 256 kips 1 0 ksf 2 60 Shear on Slab shear stress Allowable = 0 025 ksi 0 110 ksi Check Deflection of slab under Wall load Deflect = 0 00071 ms very small ignore Capacity of Slob for Point Loods on Slab oione (See sketch above ) Area under Point Load =( 2 x "Leff") "2 = Therefore Max Point Load on slob = 6 75 s f 6 75 kips (Use SP = 1 0 ksf) October 29, 2012 Da'^ricL Fischbach c/o Kevin Bresnahan Engineering 403 Minnesoi:a Avenue Fallbrook, California 92028 Project No. 12-1002-FI SUBJECT; TESTING g CERTIFICRTIOH OF FOOTINGS Single Family Residence Lot 9, EM 1744, APH 205-020-04 1284 Pine Avenue Carlsbad, California —r^^c* Reference "Preliniinaxy Geotechnical Investigation, Single Lot^ Rasidential Development, 0.26-1-/- Acres^ Lot 9 PM 1744, A.P.N. 205-020-04, 1284 Pme Avenue, Carlsbad, California", Report Dat^d August 20, 2012, by ESr, LLC, Proj. No- 12-0808-PL Gentlemen: This report presents the results of our footing inspection and density testing of the formed footings at the above referenced - - site. The maxiinuin density was determined utilizing tha ASTM D1557-00 {5-layer) method and is presented in Table II - Laboratory Test'- Results of the ceferenced report. - -~ The In-Place density testing was perforiued m accordance with ^ ASTM 01556-91 fSand Cone) and yielded a density of 111,8 pcf - {94.7% relative compaction) at 11,7% moisture. - - . • CONCLUSIONS The testing of the formed footings at the above referenced site indicates that they are sufficiently dense in accordance with the recommendations of the referenced report, the 2010 CEC Chapter 18 requirements, and the City of Carlsbad Ordinances. The footings are founded in dense, low expansion, engineered fill constructed with ej^isting on-site fill and older terrace. The tooting locations, depths^ and configuration are in substantial compliance with the recommendations of the foundation plan* The footings are approved and may be poured. 41659 Date Stieet. Sie iQ03» Mumeta, CA92562 * «(951)461-31U t3(951)46K3l33 12-1003-Fl Page 2 Respectfully Submitted, S. Pat Rymer, RCE 3 E^egistration Expires' SPR:wls Distribution: 3 Addressee REPORT OF OBSERVATIOM AMD FIELD DEWStTY TESTING r Ci>S£nvA-K:N AND f PRECISE GRADING : ~=AOii; Single FamUy Residence Lot 9, Map No. 1744, APN 205-020-04 1284 Pine Avenue, Carlsbad . - California PROJECT NO. 12-1002-GR '^-"^ x^"^. ^~ October 26, 2012 w - ^ : Prepared For: David Fischbach c/o Kevin Bresnahan Engineering 404 Minnesota Avenue Fallbrook, Califomia 92028 41659 Date Street, Ste JKQ2 • Murrieta, CA 92562 • 1(951)461-3111 9i(951)461-^3133 October 2S, 2012 Pro:]ect Wo. ia-lQ02-GR David Fischbach - > - c/o Kevin Bresnahan Engineering - - r.- ^.-cr .-s*r- 4 04 Miimesota Avenue " - Fallbrook, California 92028 . ' . ::ir..--t - . SUBJECT: REPORT OF OBSERVATIOM AMD gXSr.D-DSHSITY^TE5TIKfG r3Ja:^V?.riCt^ ^.N^D .Ji: PRBCISE GRADIKG ^t::^^ ^^'^VT-K 1 Single Family Residence '-s --«I::^JCS Lot 9, Kap Ko, 1744, APN 205-020-04 ' - - " =- 1284 Pine Avenue, Caristiad ;-s.sri,:r^se California - —"-^ Reference. "^Preliminary Geotechnical Investigation/ Single-- "-^-.tac--: Lot Residential Development, 0.26-*-/- Acres^ Lot^S, - PM 1744, APN" 205-020-04, 1264 Pine Avenue, Carlsbad, California, Report Dated August >20', 2012, tjy ESI, LLC, Pro^ . JJ"0. 12-OSOSPL 1.0 INTRODUCTION This report presents the results of our observation, and^-'testmgi^rt* . s zz performed dunng construction and precise grading for a single-""- -' -i'^-. family residence and appurtenances ' ~- " - - , ir-^s The grading was performed on the west side of-Pine-Avenue,'-an ej- -i v&st improved paved road in the City of Carlsbad;"'San"Diego eounty:.i=^ :•' /r The results of our Field Density Tests obtained: during-grading are tabulated in Table I^ Results of Compaction-Testa. The * -.-o . approximate locations of the tests are shown on the'Grading Plan, =^ -^^-j; ^ • Plate 1 Kie 10-scale Minor Grading & Retaining Wall'Plan was-" -'=.c,- - v prepared by Kevin Bresnahan P,E., Fallbrook, dated'August ,'-2012, - - and was used to plot our data and guide the grading; along with'- - field staking, - . 1,1 Project •Deacriptiog The proposed development consisted of constructing the "single - '^^ family residence with attached garage pad and access driveway, > " - The grading utilised over excavation, cut and fill grading on the/ order of 2-3 feet at finished face inclinations of 4:1 • - {horisontal to vertical) or flatter. Several retaining walls to a maximum height of 5 feet w^re constructed on the north and south-"- side of the pad. The pad was designed in transition from cut on>^-o the north to fill on the south. " - ll-1002-GR Page 3 1,2 Purpose of Grading - -. - - - .— The purpose of the grading was to prepare a building pad with--'- positive drainage for the single family residence-with .attached ^ r,-._ garage^ and to provide driveway access to the pad from-Pine =H . Avenue. - • - 2.0 GRADING PROCEDUKSS .-^Z}^'-^ .-Fl^Cr. 2>1 Grading PrQcedurea - ?rcL.>,c\ixeg The """Allan'' block gravity wall on the south-wasi constructed: ".'-t; with thfe 1^*^ course in dense existing soil/colluvium; The wall---- - was constructed per the manufacturers guidelines-with 2 ^layers of .r ^v.- n . Miragrid 3XT/6/150 SV4 covered with engineered fill ^compacted to,-^:: •.i". zr a minimum of 90% compaction of tha maximum dry density. jz r -1- The fill material was generated from pad-cuts on^the north; Theer"- = -i i-.c'^ ^i^. fill was moisture conditioned utilising a K-inch garden hose when^a -::i:i> necessary and placed as engineered fill. - - — - • T.-=_-T^ ^: The cut area of the house pad was over excavated to a maximum^^ -^-J '•-^ _ <=i depth of 2.8-3.2 feet toelow existing finished grades, to a* ..-.i"- - minimum distance of 8 £eet outside the building foundation. The: 1- - backfill materials were moisture conditioned with the'3/4-inch*^-*^ ^ • garden hose when necessary, and compacted-to engineered fill-.i: .-IJ: -"TIC^: standards* The fill was compacted with a combination of_2 Bobcat * ' 246B front-end loaders, and Kubota KK1213 track-hoe: - - -i : - ^ - . ^ The grading contractor was Titan Excavating, San-:;Drego/'i- - --- 3.0 TESTING . .r r IM 3.1 Field Density Testing r-5Y _t^r.^"r-'j^ Field density testing was performed in accordance with-ASTM ' -rr D155S-91 (Sand Cone Method) The elevations and the results-o£ - " - the field density tests are presented m Table I of this reportr- - - The approximate location of the tests is shown on the Grading Plan, Plate 1. 3.2 Maxintum Density Deterctiaationg Maximcum density/optimum moisture determinations were made.fromj,—i" representative samples of on-site soils used in the-fill 12-1002-GR Page 4 operation. The tests were performed m accordance with^ASTM D~~ -^^rc : 1557-00 which consists of compacting S equal layers ofrsoil =in:a r ^^•c:^: :z -.a 1/30 cubic foot volume mold with 25 blows of a" 10 "pound'hammer"-c t ^zr- z :- falling 18 inches. The results of the Maximum density/optimum - ' - -P- determination are presented herein as Table II,_ Laboratory-Test Results. 1 • 3 Bacpansion Testing ^5SIOJ: A finished grade sample was obtained and tested for^expansion ^ j^z v ' utilizing the ASTM D4829 method from the house^pad.- TheMtests -^er-iica zrz— yielded an expansion index (E.I ) of 0 (zero)- whichr-isavery-low.-'^ ^ r £ per CBC Section 1802.3.2. - - i ~ 3.4 Sulfate Teating _- -i 3 -^j^_c A finished grade sample was obtained and tested for-water-soluble -i/ sulfate utilising the CTM 417 method. The results were-114-ppm'• ' " -^-,r.-v„ i indicating normal Type II - 2500 psi concrete may bemused for* foundations and slabs. i. ': 3 c .i-: ~ 3.5 Soil Resistivity & pH u A representative finished grade san^le was obtained from the house pad and tested utilizing the CTM 643 test method with-a Hach Senselon 3 meter with digital readout.-The results.are pH_= 7.1 and Minimum Resistivity = 3070 ohra-cm. No special provisions. ~ are required for buried metal utilities or facilities - ^ • 3 .6 Chlorxde Conterit z^r^ _wi.c^^t The chloride content of repreBanta-tive finished-grade~soils was ..-s-'e.c.'.^ ' tested utilizing the CTM 422 method with a-Nielson 400 meter-with. -c ^ dial readout and yielded a chloride content of--156 ppm. - ^ - ^ - -^^ 3.7 Settlement ..-.^.^..^ Based on the grading performed, the compaction and soil strength • values, total settlement would be less than 1 inch with less than % inch differential settlement between footings of similar size ' construction and loads over a horiaontal distance of 50 feet, 3*€ Fotuadation. ReGomgiendatione ^t^^Ai^H^-^'-rA^?A The residence with attached garage foundation will be..founded .. 3--- - entirely within dense, low expansion, engineered fill. >Inv "-v-i-p.-jr accordance with the referenced report, the structures may utilize- ',1 continuous or isolated pier footings with an allowable maximcura • - ' - x ^ 12-1002-GR Page S bearing capacity of ISOOpsf. All exterior footings should be ^. ~. ,J-:t- founded a minimum of 12 inches Eor l-story and 18 inches for-2-„c''-c;^ - r '. Btory buildings from nearest adjacent grades " .^^^^JT: -z~a^tant This value may be increased by one-third for short term wind and seismic loading conditions. . The foundation should have a minimum of one NOT-4 bar top.andr./t- n bottom, for a total of 2 bars as reinforcement. .The B-inch'thick-r.? zi '-is slab may utilize Mo. 3 bars on 24-inch centers as remfo'rcementr- - ' -":- A moisture barrier should consist of a lO-niil polyethyleneivapor "=-.=^ -.i barrier sandwiched between a 1-inch layer^of sand top and^bottom - -z" ^ to prevent puncture of the barrier and enhance cunng-of"the ^--r --tr"- ^" concrete . - _ 4.0 SUMMARY T. Our description of grading and backfill operations, as-well ^aa"^c .-.T-cr: observations and testing services, were limited to those'grading " ' - operations performed between October 9 and-25, 2012 : .The-=:: • "-r, z~-r.:^r conclusions and recommendations contained herein have been based -T"":- upon our observation and testing as noted. To the'best"of-ourc --^s-mc knowledge, the work preformed m th.e areas denoted,-^^hasibeene z - ~r^ci -ii "vne accomplished in accordance with the referencediapprovedcreport;-^ .' zr ' -e the 2010 CB C Chapters 17 and 18, and Appendix J, the City-of - a Carlsbad Grading Code, and the regnirements of the'regulating - agencies and is acceptable for its intended purpose.-- _ . ^ ~ J^o conclusions or warranties are made for areas.-not^testedror-....i. -r- observed This report should be considered subject to review by _ : ."'.^1 the controlling authorities - ; This opportunity to be of service is sincerely"appreciated^-Ifr you have any questions, please call . : — - 12-1002-GR Page 6 Respectfully Submit S Pat Rymer, RCE 3 Registration Expii" Attachments: Plate 1 - Test Location Plan (In Pocket) T^Hie I - Results of Compaction Tests - TSII II - Summary of Maximum Density Testing Appendix A - Laboratory Test Results ^ Distribution Addressee {3' JOBNO.12^I002^R TABLE I RESULTS OF COMPACTION TESTS NAME: FISCHBACH DATE: 10/?6/l'2 51SC'H TEST NO OATE DEPTH MOrSTUR E CONTENT UNIT DRY DENSITY (PCF) RELATIVE' COMFACTTON (%) SOIC^ TYPE V^DESCRlPTlONr I 10/9/12 102 M 109.3 92 A-A Bottom Foot SE Wall' • 2 10/9/12 102 8,1 110,5 93.1 ' A-Bottom Foot SE Wall f _ - - 3 10/10/12 103 11 8 10S.9 91.7 • A • FillWail S - _ - - 4 10/10/12 104 121 109.6 92.3' : A Fili Wail S n 5 10/11/12 105 12.4 1101 92.8 Ai-Fill-Wall S 0 6 IO/H/12 106 6.6 120.3 98.0 B BottomFoot. WallNJ 7 10/11/12 105 11.7 109.7 92.4 ' A ' Fims1lWallS *' ~ S 10/18/12 106 12.2 110.2 92.8' ' A' Fill S Garage • ' ; 9 10/18/12 105 6.4 119.8 97.6 B Over ex. N Pad 10 10/19/12 106 109 110.6 93.2 A Fill N Pad 11 10/19/12 107 U2 111.8 94,2 A Fill N Pad "' — 12 10/20/12 107 12.3 1124 94,7! ' I A' Finish N Pad . : ^ — 13 10/25/12 106 104 113.1 95.3: : A-FmishSPad ' . 14 10/25/12 107 10.6 114.8 96 7r : A* Finish S Pad - ^ — -, — -, — -, — -, SC-Sand Cone ASTM D1556-64 **Test Failed SeeReiest. DC-Drive Cylinder ASTMiD2937-71iS i U C NiNuSear ASJMi30l7-78icl£i' -bl ^^(itea S«8 "<^te5a AGT TABLEn LABORATORY TEST RESULTS '::.vmR\ IXST ^ JOB KG. 12^1002-GR NAME: FISCHBACH : . DATE: 10/26/12 ' yxi iJrdU SOIL TYPE CLASSIFICATION MAXIMUM ~ '-SSiOPTIMUM DENSrrV (PFC) MOISTUftE (%) A ON-SITE LIGHT YELLOWISH BROWN , lOYR 6/4 SILTY FINE SAND WTTH MINOR FINE GRAVEL 118,7 • ' 12.4 ' "' - ^'^r.V A", ' '. i B ON-SITE VERY PALE BROWN lOYR 7/3 SILTY FINE SAND WITH 3% GRAVEL 122.7'^ - 11,4 ' - ' ' CORROSION TESTING The pH was determined for a representative finished grade sample in the area of the proposed house, A Hach Senselon-3 provided-t;he pH with a digital read out The sample was delivered on October 23, 2012, and the testing was performed by Mr. Warren Sherlmg-on. October 24, 2012. ' *' ^- I : The soil resistivity was determined from the same sample' s-r utilizing a Wielson 400 meter, with dial read out. i - 110,50 TV 107.0D 106,50 ^SD C-1 108.50 TV 107,80 BV 105,50 TF iN BLDCK WALL EGIN 106^37TV 106.00BV 106.00TF ® EXPLANATION DENSITY TEST LOCATION , ••• • lift J — " ^105,7 SCAL£ CITY OF CARLSBAD BUILDING DEPARTMENT DRAWING NO, HORIZONfTAL 1"=10' PLOT PLAN FOR p^g AVENUE RETAINING WALL PLAN 205-020-04 VERTICAL UJi PLOT PLAN FOR p^g AVENUE RETAINING WALL PLAN 205-020-04 PLOT PLAN FOR p^g AVENUE RETAINING WALL PLAN 205-020-04 SHEET 1 OF 1 /AD=i07.1j Fr==107,77^ 5* PT SLAB £51— .1 ^.1 105,0, VATERT5A!I:,. CO (Q —J o-^ a- — in 7 rs/rt AT" pic <=10,5X • •b- ^ 1Q8.Q9TV i 104,85' BV/ 10374 TF rs/FLt C^^%/.f4 -ta ^—^^^~i'lkff^^;S^s^\^^'^' FL^ 104,80 i PREUMIN^Y GEOTECHNICAL INVESTIGATION Single - Lot, Residential Deveiopment 0.26 +/- Acres, Lot 9, PM 1744. APN 205-020-04 1284 Pine Avenue, Carlsbad California August 20,2Q12 PROJECT NO. 12-08G8-PL 5 PREPARED FOR: David Fischbach do Kevin P. Bresnahan 3031 Ridge Creek Drive Fallbrook, California 92028-2530 RECEIVED SEP 20 2012 CITY OF CARLSBAD BUfLDING DIVISION 43659 Da^ Street, Ste #202 • Miisrieta, CA92562 • BC95i) 461-3111 ,--»*{951>461-3133 August 20, 2012 Project No. 12-0303-PL 1.0 XHmODCfCTIOH At ycul reqaesL, f/e have performed a Preliminary Geotechnical Investigation for tne proposed 1 & 2 - story single family residence attached garage and acces? driveway at the above referenced improved site. The purpose of our investigation was to evaluare the underlying soli conditions v/ith respect to the proposed developnent and to assess the geotechnical and engineering ccnstramts that might exist considexing this development. The 10-scale Site/Retaining Wall Plan x;5repared by Sresnahan Engineering^ Fallbrook, dated August 2012 was the basis of our field mea£:.uremenl&', arxl v;as used to direct our field work. Plate 1 presents our Geotechnical data obtained during our field investigation. At the time of our investigation, the property corners had been surveyed and stiaked, ana the east H of the site 15 occupied by an existing residence v;ith fencing on four sides. ACCOMPANYING MAPS, j^S) APgSHDXCES IndG:^ Map - (20CC-scale) - Paqe 2 Geotechnical Map - (10-scale) - Plate 1 (In Pocket) Regional Fault Map - U" ^ 20 miles) - Plate 2 Appendix A - Geotechnical Boring Log Appendix B - Sonimary of Laboratory Test Results Appendix C ~ General Earthwork and Grading Specifications Appendix D - References SCALE 2000 4000 teet INDEX MAP OF 0.26-t/- ACRES, LOT 3, PM 1744, APN 205-020-04 12S4 PINE AVENUE CARLSBAD, CALIFORNIA -2- SOURCE: as G.S r'Ahm QUAD SAN LUIS REY 1968 (PR 1975) 12-0808-FL Page 3 2.0 SITE LOCjlTXON/CQHDlTIONS The rectangular-shaped 0.43S+/~ acre property is located on the west side of Pine Avenue, an improved paved road in the City of Carl3£>ad, Ssn Diego County, Pme Avenue bounds the oroperty on tbe east, with existing houses in all remaining directions. The Index Map (Page 2) presents tbe topographic and geographic relarionships of tne property to surrounaing areas. Topographically^ the existing property m the area of the proposed development has an elevation of 105.0 to 111.3 fee-. The proposea fmiched pad is at elevation 107.3 foet. The south side ot the lot ha 5 a 4-5 foot high 2:1 {horizontal tci vertical) fill .slope. The lot is draining tc the south to Pme Avenue via sheet flow with gradients of 2-4 percent. 3.0 PROPOSED DEVELOPMSN'g According to the referenced 10-scale Site/Retaining Wall Plan the Cf.4 38-^/- acre lot will be subdivided to create a "flag lot" on the west of 0.26-^/- acres. Gravity walls to a maximom height of 4.4 feet are proposed on the ncjrth^ south and west side of the proposed lor. Minor grading for the proposed subdivided lot will consist of cut ^-nd fill to a maximum of 3 feet at finished face inclinations of 2:1 (horizontal to vertical) or flatter for the pad and driv&'^'ay access. Drainage will be to the scjuth via the proposed driveway swale at li or less. The existing structure and detached garage on tne south will be demolished, and a new structure constructed. 4.0 SCOPE OF SERVICES The scope of our inveacigation included the fcjllowmgr 1. A review of available data pertinent to the site. 2. Subsurface e>:ploration of the site utilizing 1 exploratory boring to depths as greac as 37.6 feet. The boring was logged, and this log appears m Appendix A of tnis repcMt. The boring was tested for m-place density utilizing the California Split-Ring Drive ASTM D2216). Representative bulk samples were obtainecj for testing, 3. Laboratory testing of representative ear^h materials to develop soil engineering parameters for the proposed deveiopment. 4. Preparation of this report presenting our findings, conclusions and recomrrtenciatic^ns concerning site development basea upon an engineering analysis of the geotechnical prciperties of the subsoil as determined by field and laboratory evaluation. 12-SOR-PL Page 4 5.Q LABORATORY TSSO'ING The following tests were performed for thi3 project m our laboratory m accordance with ^he Aiuerican Society for Testing and Materials, the Slate of California Standard Specifications or contemporary practices of the soil engineering profession. 5.1 Haxim.um Density - OptiTPum Moisture Determinations This test determines the density that a soil can be compacted to at various contents. ?oi each soil, there is a inaxirnum dry density obtained and the associated optimum moisture content. The results are used to evaluate the natural compaction, control of the grading process ancl as an aid in developing the soil bearing capacity. This is Dased on ASTM Standard Dl.557-00 (five layer method). 5.2 In-Situ Moisture and Density These tests consisted of v;eighing and measuring drive ring samples from the bonncj in accordance with ASTM 2216. The results are used to analyze the consistency of the subsoil and aid m determining the necessary grading to prepare the pad area. S.3 Sreve Analysis This test (ASTM D422) determines the material grading of the individual particle sizes and i& used m generating an e'^gmeer mg classi.£ic-azion.. 5. 4 Sand Equix^alont Testing This IS a test {hSTH D2419) for the rapid determination of the relative portions of fine silt and clay materials within the soil samples, and is used fcjr a relative comparison of soils xn the determination of the adequate pavmg sections for driveways, etc. b.5 Expansion Testmg The expansion index of the soils is determined by the ASTM D4S29 and IS used to design foiindations for anticipated expansion forces. 5.6 Direct Snear A direct shear strength test {ASTM D3080) was performed on a representative sample of the on-site soils remolded to 901^ relative compaction. To simiilate possible adver&e field ccmditions, the sample was saturated prior to shearing. A saturating device was used which permitted the samples to absorb moisture while preventing volume change. This test is used to determine soil strengths for slope stabiI^ ty evaluations and for 12-0808-PL Page foundation bearing capacity. 5.7 Soluble Sulfate A representative surface sample was tested (CTM 417) to determine soluble .= ulfate content. The test results are used to recomi^end the type and streng^h of concrete to be used m construction. 5.8 Soil Resistivity & pH A representative sample was obtained and tested utilizing the CTM €•^3 test method. The results are use to determine corrosion Dotentidl for underground metal 'jtilitiea and facilities. 5-9 Chloricie Content The chloride content of representative finished grade soils was tcsred utilizing nhe CTM 422 method. The results are used to de^iermine potentiaI corro'Sion of subsurface soils, b.lO ConsQlidatioa An m-situ sample was tested for ccm&olidacion and collapse utilizing ASTM D2535 procedures. The sample is incrementally loaded to determine compressibility. The sample is inundated with water through a porous stone during testmg to determine collapse potential. 6.G SUBSURFACE CQNDIl'IOHS The area ot the x-esidential addition is covered by a 2-4 foot thick soil/colluvium. In-place density for r^'^e soil/col luvium 3S 103.6 pcf (87-3% relative comx^action) at 5.8% moisture, in 5-1 at 1.3-1.& feet, to a maximum of 113.81 pcf (35.9% relative compaction) at 6.6% moisture m B-1 at 3.2-3.6 feet. The uncierlymg Ouaternary Older Marine Terrace was dense tc; very dense with m-place density of 117.1 pcf (95.7?: relative compaction) to 118.3pcf (96.7^, relative compaction) at moistures cf 7 pcrcenr ar depths ot 5 ~ 8 feet m 5-1. 7.0 GROXmO WATER No grounc^ v/ater seepacje was enccjunterecl on the site tci a ciepth cjf 37.6 feet. Historic high ground water is expected to be 105-110 feet (elevation C-5 feet) at the location of the proposed additioEi based on Miller, Morton, Edmgton, (1975) . No evidence of seepage was seen m the natural or constructed slope faces descending from the property Pine Ave or on the west side of the lot. .2-0808-P] -'age 8.0 FLOODIKG According to the Feaeral E'mergency Managernent Agency ancJ the County of San Diego, the pad site is not located withm the boundaries of a iOO-year flood plain, lio swales or aramages cross the site and no flooding hazard exists for the pad area or access drivev%»dy from Pine Avenue. Runoff is currently directed off-site frora the residence to the Pme A.venue via sheet fiov? and swales. 3.0 GEOLOGY The entire proposed additional buildmg pad area is underlain at depths below 3-4 feet by a Quaternary Marine Terrace Miller, Morcon, Fifci, 1975). Mo evidence of slope instability exasts at the site cjr in the existing cut anc! fills slopes m adjoining areas to the north and west along Pme and Highland Avenues to a maximum height ot 8-10 teet at finished face inclinations cf 1.5:1 (horizontal to vertical) or Clatter. The site is not mcluded in any State or County fault hazard zone for active faulting. 10. Q SEISMIC SETTING/GROUKS MO^eXOR PARAMETERS The regional seismic setting is shown on Plate 2. The nearest active faults to the site include the Rose Canyon/Newport Inglewood fault 5.6 km west, the Elsinore fault 31»1 km to the northeast, and more distant, the San Jacinto fault v?hich is iocatecf approximately 55.8 km tcj the northeast. The Rose Canyon/Nev/port Inglewood fault because of irs proximity ana seismic potential to the site is the design fault when evaluating t ]i e site s e i sm a c parameters. 11.0 HISTORIC SSXSHXCI1?Y Durincj the last 100 yeais m tl'ie San Diecjo County area, the greatest number of moderate to large earthquakes (greater than fc. 0 M) have occurred along the northern por"cions of the Newport- Inglewood fault and Whittier Fault (Uileiran, Allen and Nordquist, 1974; Peterson, et all, 1996), The most significant earthquake epicenter v^^ithm 28 miles of the site v/as the magnitude 6.3M on the ^^ewpcjrt-Inglewood fault in 1933. Several histcsric eaithciuakes' of magnitude 5.5 Lo 6.OH have occurred on the Whittier and iiorwalk faults historically including the m.agnitude 5,9 ""W.hitticr Narrows'' earthquake in 198^ approximately 42 miles northeast. Several older earthquakes along the southward extension of the Elsinore fault have occurred to the southeast 35-50 miles. 12-0503-PL Paqe 7 12.0 SEISMIC EXPOSURE Although no precise method has been developed to evaluate the seismic potentlal of a specific fault, the available information on historic activity may be projecleci to estimate the future activity of tne fault. This is usually*' done by plotting the historic a<;11v11y ir terms on number of events in a given timc interval versus magnitude of the event. Based on such plots, recurrence intervals for earthquakes of given magnitudes may be esti;nated. A probabilistic evaluation of potential ssismcity tor the site utilazing FRISKSP (Blake 1998) indicates a IO"-; probability of exceedance of 0.31g m SD years assuxfiing all seismic sources. We have utilized strain rates of 3.5 mm/'year for the Rose Canyon fault suggested by Peterson, et al ^1996), Lmdvail & Rockwell (1995) to estimate the maximum moment earthcjuake. estiiflate the maximum moment magnitude or "design earthquake'* for the Rose Canyon fault to be 6.9 magnitude with a 10% possibility ot exceedance m 50 years. This is m agreement with the probabilistic model by Blake, (199S). 12.1 2007 C.B.C. Seismic Parameters: The site coordinates are N33,449, W-117.642 Per ASCE Standard 7- 05, Figures 22-3 and 22-4, the maximum considered earthquaKe (MCE) ground m.otion for the site Class B (5% critical damping) aro as follows: Nearest Active Seismic Source (Type B Fault) - 3.2km Ss = 1.433 = 0.513 = 1.0 - 1.0 SM3 = 1.433 -^M. = 0.513 SD2 = 0.9^6 SD: = 0.342 Per ASCE Standard 7-05, Table 1, the site is classified as Site Class B, 13.0 GROUHD HgriOa CHARACTERISTICS The ground mot ion cha racter1 sties which could affect the site during rhe postulated maxrmum moment magnitude cf 6.9 on the Rose Canyon fault v;ere estimated. Available information in the literati^re about maximum peak bedrock acceleration ano its attenuation v^ith ciistance |.Joyner and Borzognia, 1994), the effects of site-soil conditions on surface ground motion oarameters (Seed & Idress, 1982), and site response criteria "(Hays, 1980) were utilized. i2-oaa8-PL Page S The predominant period of bedrock acceleration is expected to be 0.30 seconds v/ith 20 3econd3 of moderate ground shaking (Bolt, 1973). 14.0 SECONDARY SEISMIC HAZARDS The very dense nature of the underlying Quaternary Older Marine Terrace m the area of the proposed addition at depths as shalloi^F as 2-4 feet, and the historic depth Lo ground water over 3 05 feet m the area OT the propc?ed addition precludes such seconciary seismic hazards as liquefaction, lateral spreading or settlement of the ground the ^sdaition is bemg placed i2pon. The potential for seismically-triggered landslides is discussed in detail under the slope stability section. IS.O CONCLOSIOHS AMD RECOHMENDATIOHS 15.1 Foandaition Design A strip and spread looting foundation system should provide an adequate founcJacron for one and two-story buildings m this site. All exterior footings shoula be founded a minimum of 13 inches below adjacent finished grade for two-story buildings, and 12 inches for one-story buildings. Interior foocings may be founded a mmimum of 12 inches below flnishecj grade. M\en the footings are founded m properly compacted fill or dense soil/colluvium, an allowable bearing capacity of 1500 psf fcr 12 inch v/ide footings is acceptable for dead plus live load. This value may be increased by one-third for shorn term wind and seismic ioadi^na conditions, When foundations are placed m natural soils, no cobble.^ over 6 inches should be lefz within the base o± the foundation. A typical foundation design is included m Apjjtendix C. Two Mo, ^ bars, 1 top a-nd 1 bottom is recommended as a mmirfsxim cJesxgn. 15.2 Settlement Our subsurface invcstigaticm revealed that the soils beneath rhe proposed residential addition are loose soi}/colluvium. over dense older marine terrace to a deptn of 3-*^ feet. Footings should experience l^ss than l-mch settlement v?ith less than 1/2 inch cUfferential settlements between ad^jacent footings of similar sizes and lo^sds when the foundstiori soils are compacted to engineered fill standards. This settlement is based upon grading of up to 30 feet of fill over a distance of 50 teet horizontally. If thicker fills are proposed, settlement could be greater and shcaild be evaluated prior to placement. 12-0808-PL Page 9 15.3 Conorete Slabs-Qn-Grade S'jfEicient fine-grained materials exists within near surface earth materials to possible create moisture problems. Therefore, we rocommenci that a moisture barrier be placed under any concrete slabs that xnight receive a moisture-sensitive floor covering. This moisture barrier should consist of a 10-m,il polyethylene vapor barrier sandwic^ed between a l-mch layer of sanci, top and bottom, prevent puncture of che barrier and enhance curing of the concrete. Reinforcement of the slabs with Hc^. 3 bars on 24- inch centers mesh centered m the 5 inch slab is recomrrfended. The sub grade below the slab should be moisture conditioned and properly compacted prior to placement of concrete. 15.4 Expensive Soils - Soluble Sulfate £:-:p3nsiori testmg of near-surface silty sand soils (B-1; feet) po5siDle at finished grades indicate tnat the soils in the pad area are very low expansion. Wo special design provisions are neces'sary for the foundation or concrete flatwork to resist expansion forces as shown on the Foundation and Slab Recommenda':ions for Sxpansive Soils m Appendix C. This is in accordance with the y.B.C. Table 13-B~1. The sol-able sulfate content was 125 ppm allowing normal Type II concrete with 2500 psi strength. 15.5 Soil Resistivity & pH The representative subsurface soils anticipated at finished grades were obtained and tested utilizing the CTM 643 test method. The results are pH = 7.1 and Minim^um Resistivity = 2700 ohm-cm. Mo special provisions tor buried metal utilities or facilities are required. 15.6 Chloride Content The chloride content of representative soils was determined ucilizmg the CTM 422 test method and yielded a chloride content of 145 ppm, NCJ special mitigation for corrosion of ferrous unciergrounci utilities is required. 15.7 EartJiwork Shrinkage and Siibaidence Shrinkage of the existmg soil/colluvium fill will occur during grading, estimated as 4-6 percent v/hen recompacted to compacted ft II standards. 12-080S-PL Page 10 15.8 Retaining Wall Design Petaining walls should be designed using the follov/ing parameters; o Active pressure (level backfill) 49 Ib/^t /ft o Active pressure (7:1 backfill) 57 lb/ft /ft o Actit^e pressure (1 1/2:1 backfill) 92 Ib/ft/ft For purpose of lateral resistance, a value of 0.35 may be useci for frictional resistance. A value of 275 lb/ft /ft may be used for passix'e resistance for fcscjtincjs placed mto properly compacted fill. Frictional and passive resistance may be combined, provided uhe later is reduced by one-third. "Special loads for dead plus actual loads should be considered m the driveway/parkmg area that is retained, 15,5 Lateral Loads Lateral loads m the near-surface soils are: Active - 48pounds per square foot of soil deptn (psf/ft) At Rest - 59 psf/ft Passive - 275 psf/ft (for wood shoring) 350 psf/ft (for concrete focjtirtgs) Active means movement of the structure away from the soil; at res't means the structure does not move relative to the soil (Such as a loading dock); and Passive means the structure moves into the soil. The coefficient of friction between the bottom of the footings and the native soil may be taker, as 0.35. 15.10 Trench Stability The near-surface soil to a depth of 5 feet may not stand vertically when excavated. Trenches in excess of 5 feet m depth should have the sides laid back at 1:1 in accordance with OSHA reqiirements. 15.11 Slope Stabili1:y The proposed and existing grading indicates the maximum cut and fill slope height is 3-^ feet at finished face inclinations of 2:1 or flatter at the rear ^nd v^est side of the property. Mo slopes higher than 4 feet are planned in tne area of the prcpcjsec^ adaition. The high strength values allow 2:1 (horizcmtal to vertical) fill slopes up to 30 feet without gross or surficial instability. 12-0808-PL Page 11 Selection of Shear Strength Parameters The toilowing shear strength parameter utilized for our slope stability analysis was determined by our laboratory test results as presented below: Material Friction Angle Cohesion (Cue or Fill) (Degree) Ib/ft^ Anticipated On-Site 29.0 170 F^ll VJe have utilized values of 29.0 degrees and 170 lb/ft" for older marire terrace natural slopes althojgh it represents a conservative number, determined from^ a remolded saturated sample. In-situ terrace j.s expected to be 20^ 4 stronger (Coduto, 1997). Ho evidence ot slope instability exists cm the site and adjoining areas mcludiag several lots wir.h 1.5:1 (horizontal to vertical)' cut slopes to 8 feet on the north side of Pme Avenue. Dramaae and terracing should oe m acccirdance with the 2010 California Building Code Chapter 13, and the Cicy of Carlsbad Grading Ordinance. At no t^me should water be diverred onto the slcme face m an uncontrolled and erosive fashion. Pvapid erosion av^ri rutting of the natural slopes could occur, and rhey should be planted with drought resistant landscaping as soon a 3 possible, 16.0 GEKERAL SITE GRADING 16.1 Clearing and Grubbing The area of the proposed fill and gravity wail backfill should be stripped of sny existing vegetation and removed off-sice or stockpiled m landscape areas. No boulders over 6 inches should be left m the fill areas. 16.2 Preparation o£ Building Pad Areas The proposed buildmg addition will encounter loose to moderately dense existing soil to a jEtaximum depth of 2.4-3.2 feet. The area of the proposeci clevelc^pment on the west must be overexcavated to firm olcier terrace material and replaced with engineered and cotnpacted fill prior to wall construction. The Icjt is shovm in transition, and this transition from cut on the north to fill on the south must be mitigated by over excavation to a minimum depth of 3.5 feet to a distance of 5 feet outside the buildmg and gravity wall f oundat icjns . 13-030B-PL ^age 12 16.3 Preparatxon. of Surface to Receive CasT^acted Fill All sufficiently dense (90 percent relative compaction) surfaces v/hich are to receive compacted fill should be scarified to a depth of 6 mches, brought to near optimum moisture content and compacced ro 90 percent relative compaction. Other softer areas must be over excavated to sufficiently dense material and recompactea. Anticipated over excavation and artificial fill removal would be 2.5-3.5 feet m tne area of the building and gravrty wall foundations. Actual depth of removal should be determ,ined at the time of grading by testing. 16.4 Placement of" Compact^ed Fill Compacted fill is defmed as that material v/hich will be replaced in the areas of removal due to root reaioval, the placement of footings and paving, and al.so wherever tneir grade is to be raised. All fill should be compacted to a minimum of 90 percent based 'jpo'A the maximum density obtained m accordance v;ith ASTM D 1557-00 procedure. The area to be filiea will be prepared in accordance -with the preceding section. Fills placed on natural slopes of 5:1 (rcjri zontal to vertical) or steeper vfill require a key and benchmcj as shown m Appendi:^ C. 16.5 Pre-Job Conference Prior to the comjnencement of grading, a pre-job conference should be held with representatives of the ciwner, developer, contractor, architect 5nd/or engineer m attendance. T.he purpose of this meeting shall be to clarify any questions relating the intent of the grading recommendations and to verify that the project specifications comp] y with recoE\unendations of this report. 16.6 Testing and Inspection During grading, dens-ity testmg should be performed by a representative of the soil engineer m order to determine the degx'ee of compaction bemg obtained. V?here testing indicates in sufficient density, additional compactive effort shall be applied vs'ith the adjustment of moisture content where necessary, until 90 percent relative compaction is obtamecK Inspection of critical graciing control procedures such as keys, anci installation or need for subdrains, should be made by a c^ualified soils engineer, and/or engineering geologist. 12-0808-PL Page 13 16.7 Development laapact Provided the rcccmmendalions of this report are Incorpc^rated into the design and ccjnstruction of the residential project^ both the proposed development and off-site areas will be safe from^ geotechnical hazard3. 17.0 GENERAL Ail grading should, at a minimum, follow the "Standard Grading and Earthwork Specifications" as outlined in Appencirx C, unless otherwise modified in the text of this report. The recommendations of this report are based on the assumptions that all footings x-/ill be founded In dense, native, undisturbed scjil or properly compacted fill soil. All footing excavations should be inspected prior to the placement of concrete m order to verify that footings are founded on satisfactory soils and are free of loose and disturbed materials and fill. All grading a-d fill placement shoula be perforzned under tne testing and inspection of a representative of the soil engineer. The findings and racommendatiors of this report were prepared in accordance with contemporary engineering principles ancl practice. Our recommenaations are based on an jaterpolation of soil conditions between boring locations. Should concUtions be encountered during grading, that appear to be different than those indicated oy this report, this office shoui)j be notified. Respectfully Subm.itted, S. Pat Rymer, RCE 38709 Registration Br-^pires 3-31-13 SPRrwIs Distribution: (3) Addressee Moflif-ir^d nfter Proctor (AEG - 1973) C Al^ijS HAP WO- HO \2~ £>^DSPL DATE: ^^,2 inica! Borina LOJ Pn3jcx-t Number Project Name 12-OSOe-PL Bresnahan CMEB6i Hole Diameter 6" Boring Namber B-1 Dnve Weiglit Um 8/17/2012 Elevation Drop 104.5' 30« 1- 2- 4~ 5- 6- 7- S- 9~ 10- Ih 12- 13- J5- 16- 17- !S- 19- 20- 21- 22- 23- 24- 25- GS El SE DS ^ pfi a MD am 15 1% i9 24 103.6 1171 1183 (967 5S 66 7.1 7.3 7,S SW/SM SW/SM SW SW SW SOIUCOLLUVIllM - Light yeUowish bn>wti i OYR 6/4 Mky fine to medjum iand widi minor fme gravel Occ. fiiie cleaii saiid buses. SL dense s! damp to dry CraduaJ lower contact. OLDER TERRACE - Very pale brown i OYR 7/3 to 7/2 fnterliKfitlsd b&qit&ncs of iine to msdhim fI siJty to clesii saiid Thnt cieari sand iiJierl^)eds 2-4" thick ^ 6 feet Interbed^ofsL gravelly sand at i4feei-. i-3 " gravei bed common- De^se to verv dense Occ lensc ck-an coarse s.and 2 to 4" tftick al \2'- Clean unifomi medium -^and \vtih Irace of fine grsvei Silt\ to st silts' medium sand t w D_ 26- 27- 2S- 29- 30- 31- 32- 33- 34- 35- 36- 37- 38- 39- 40- 41- 42- 43- 44- 45- 46- 47- 48- 49- 6S o a. Q fii .2 a 5 « _ 15 o 22 26 3l\ 73 1/ 2 Sampled by W L.Sberlmg OLDER TERKACE- Ughtgniv 10VR7^2to vcr>' pale browB 7/4 cl^i nsediuiii lo coarse ^nd as mterbeds 1-2 feet thjck SI deiise^o dense, si damp. Mmor fme urave! Non-cohesive clean unifotm ^laid Gravel b?dj ii5crea.sL' lo ft-Yl" iO% of imft overatl Ge«5tedBiicaI Description! Logged by: W L.Sherlmg \ No Wstsr/Mattimg Severe Cavmg In upper 15 feet HaXlMOM DENSITY - OPTIMUM H3ISTUKS DETEHHINATIO? The maxim.um. density was determined in accordance with ASTM Stanaara D1557-0O. The result by full laboratory curve is; Sample Depth Maximum Optimum' Location (Feet) Soil Description Dry Density Moisture E-1 0-3 (Soil Type A) Soil 118.7 13.9 Light yellowis n br own lOYR 6/4 silty to si. Silty fine sand w/minor fine gravel B-1 6-"? r^^oil T^pe B) Terrace 122.3 9.7 Very pale brov.'n to gray brown lOYR 7/3 to 7/2 clean tine meciium. sancj with fine gravel SXJHMARY OF SXFAHSION TSS'glHG ASTM METHOD D4929 Sample Location Decth Expansion Index Expansion Potential B~l 0-4' 0 (zero) very Low SAKD EOUIVAIJEHT TESTING Sample Location Depth Sand Equivalent 3-1 0-4' 22 Direct Shear Test Data Project Bresnahan Job Number, 12-0g08PL Date- 8/20/2012 t ' 1 ' — — 9 Ac&ial Values '' Bett-Fit Isje lormai Pressure~Krps/SQ. FT. Excavation Nimiber: Saturated Test B-i 29.00 Oegi^es 170 FS-F OJ (fi UJ z O X Ui a. < 05 U. O l~ z o a: Ui Q. I z o f-<t Q -i O z o o 02 03 PRESSURE-KIPS PER SQUARE FOOT 05 I 2 3 5 !0 20 * Readings After Saturofhn Wffh Wafer CONSOLIDATION TEST DATA B-3 PRCP*S£B ST: . L- . S . I I I 1^ O CP o r o 0> 3i > OS Zm SIEVE SIZES ^ U.S. STANDARD IE 20.0 iOO 1.0 PARTICLE j!:Jl„ii,IiJ,i 1^ DIAMETER • mill! ,i„i.! M ,11I.I! 1 1.' 1,'. i„:!,"i ' 'i 01 .OS - MILLIMETERS .00 GRAVEL 1 COARSE i j SAND j FiNE SAMO "I•••• j SILT 1 j CLAY -1 1„ NO. B- 1 CD 33 H DEPTH FT. L L. P I. UNIFIED CLASS AA.S,H.O CLASS STANDAKD GRAPING AND EARTFrn^KSFECIFICATTONS These specifications present E,S.l., standard recommendations for grading and earthwork. No deviation firom these specifications should be pernirtted unless specifically stipe^eded in OLO geotedinieai ix^ii of the project or by writt<^ conimunication sidled by tlie geotedinjcal consultant Evaiualioos perfooBcd by the geotechnical consultant during the course of grading may result in subsequca^ recomni^dations 'ivhrcb could supei^ede these spccificallons or the xecommeadatlons oCthe geotechnical report 1.0 Gemi'^} lA The ^technical consultant is ow^car's CH: dcveiop^*s representative on the p£ojccL For ^cpuipose of these ^}ed6.catl0BS, obscrvsHons by the g^tedmical consuitant include oteervatiom by the soils engjnees-, geoteclmical ^gmeer, aigiaeedag^logist, aad those performed by persons esc^loyed by and responsible to &e gcotedmical ccmsnJtani. 1.2 A33 clearing, sii& ptcpata^on^ ot&ariliwoikpcrfoancd oa tlie project sbaJJ be conducted and directed by the coatractCH^ itndct the supervision ofthe geotechoicai consultant 13 The confcractfMT should fae responsible for tlie safct>^ ofthe project and ^tisfec^ozy completion of all grsdiiig. During gradmg, the contractor shall resnain accessible. IA Prior to the ccKmacacon^t of grading the geote<tolcai consaltaal Miall be eo3i>loyed fee* fee parpen of providing fkid, laboratoiy, and ofSce services for coiiformance -with tlie recommesKfetions offfie geotechnical report snd these spedfications. It will be necessaiy &at tbe geotecbiiicalcoasuifcant provide adequate teting and observations so tliat he may detaroune that Hie wotk vm accosnpIiMied as spedfied. It shall be the responsibility of flie ccHitractor to assist the geofcedmlcaJ consultant and keep him apprized of wodcsdiedu!^ imd char^ so tliaf bemay schedule his peisonne] accordin^y. 1.5 It shall be the sole responsibility oftiie contractor to provide adequate equipm*^ and methods to accon^lisli tiie work in ac^-^^rdancc with applicable grading codes, agency ordinances, these specifications, and tbe STANDARD GRADING AND EAKTFrWORK SPEOFICATIONS PAGE % approved grading plans. If, in the opinio£i of fhe geotechnical consultant, UBsatisfnctory conditions, such as questionable soil, pm>r moisture condition, inadequate compaction, adveiue weather, etc., are resulting in a quality of work less flian reqmred in these specifications, the geotex^hnical consaitanf will be empowered to reject the wori: aad tt^conime^id that construction be slopped until the conditions arc rectified. 1.6 ft is tlie contractor's responsibility to provide access to the geotechnical consultant for testing and/or gradiijg observation purposes. ITiis may reqEilrc the excavation of test pits and/or the relocation of ^ding equipmenL L7 A ixiaai report shall be issued by tbe geotecbnlcai consutCant attesting to tlie contractor's conformance with these speciOcations. 2.0 SITE PREPAJRATION 2.1 All \^^tifion and delet^oiis material shall be disposed of off-site. This removal shall be observed by the geotechnical consultant and concluded prior to fili piacemmt 2.2 Soil, aliuviunx or bedrock materials deferniined by tbe gcotscbQical consultant ss being unmlt^lc for piacemcai In cofupacted fills shall be removed froto. the site or used in op^ areas as detoraincd by the gcolccbaical ccaisuitaat Any material incotporated as a part ofa coxi^jacied fill must be approved by llie geotechnical consultmt prior to fill placement 2.3 After tiie ground surlace fo revive fill has been cleared^ tit shall be scarified, disced, or bladed by tbe contractor until it is unifonn and iree fix>m Hits, bollom, hummocis, or other uaevoi featums wbicb may prevent unifonn cooipacti'on. STANDARD GRADING AND EARTOWOKK SPECIFICATIONS PAGE 3 The scarified ground surlace shall tJien be bron^t to optimuni moisttire, mixed as required, and compacted as specified. Ff the scarified zone is greats ttoi twelve Inches in depth, the excess sliall be removed and placed in ii% not to exceed six inches or less, Prior to placing fiO^ the ground surface to recG:tve fill shall be observed, tested, and approved by tbe geotechnical consultant. 2.4 Any underground stnictures or cavities such as cesspools, cisterns, mining sha^, tunnels, septic tanks^ wells, pipe lines^ or others acc lo be miioved or treated in a manner prescribed by tbe geotechnical consultant. 2.5 Ih cut-fill transifi<m lots and whete cut lots arc partially iu soil, colluvium or unweatb<^ed bedrock m^eriais, in order to provide uniform bearing conditions, the bedrock portion ofthe lot e.xteadiiig a minimum of 5 feet outside of building lines shall be overexcavation a minimum of 3 fe^ and replaced with compacted fill. Greater overexcavation could be required as detennined by geotedinical consultant v/hcre de^ fiU of 20+ feet transitions to bedrock over a short distance. Typical details are given on Figure D-l, 3.0 COMPACraP FILLS 3.1 Material to be placed as fill shall t^. froe of organic matto^ and other deleterious sutoances, and shall be approved by tbe geotecbnical consultant. Soils of poor gradation, expansion, or streagtli characteristics shall be placed in areas designated by gootecbnical consultant or shall be • mixed with other soils to serve as salisfectc^ fill rsat^al, as directed by the geotechnical consultant. STANDARD GRADING AND EARTHWORK SPECmCATIONS PAGE 4 3.2 Rock fra^cnts less than twelve incites In dii'mieter ma3' be utilized in the fill, provided: 1, Tliey arc not placed in concentrated pockets. 2, There is a nHiumura of 75% ovaall of fine ^iaed material to surround the rocks, 3, 'lhe distribution of rocks is supervised by the geotechnical consultant. 3.3 Rocks gj^fer tfian twelve inches in dmmotcr shaU be taken olT-site, or placed ill ^jcordanco with the reconimendafioas of the geoteclmical consultant in arc^' dt^i^iatcd as suitable for rodk: disposal. (A typical detail for Rock Disposal is givm ia Fi^ire D-2. 3.4 Material thaf is spongy, subject to decay, or otherwise consid^ed unsuit^lc shall not be used in the contacted fill. 3.5 Representsfive samples of materials to be utilized as compacted fill shall be analyzed by the labtsatoiy of the ^technical consultant to d^esmiac their physical properties. If any material othct thm fliaf freviousiy tested is encounf^ed during grading, the appropriate analysis ofthe is material be conducted by the gastechnical consultant as soon as possible. 3.6 Material u-sed in the conq^acting process shall be ev^ly spread, watered, processed, mid compacted in thin lifis not to exceed six mches in thickness to obtain a unifonnly dense layer. Tbe fill shali be placed and compacted on a horizontal plane, unless otherwise approved by tiie geotechnical consultant 3.7 If die moistuixj content or relative collection varies fixmi Umi require by txo geotechmcal^nsultant, the conteat^or shall reworic die fill until li is approved by the geotechnical consultant 3.8 Each layer shall be compacted to 90 percent ofthe maximum density in compliant^ with the testing m^od specified by the conlrolling governmental agency or ASTM I557-07, whichever appfies. STANDARD GRADING AND EARTHWQJ^ SPECIFICATIONS PAGE 5 If compactiou to a lesser percentage is authorized by tlie controlling govertunental agency because of a spe-cific land use of expansive soil condition, the area to receive fill compacted to less than 90 percent shall eitlier be delineated on the giading plan or appropriate reference made to the area in tlie gc-otechnical report. 3.9 Ail fills .shall be keyed and benched tiirough ali topsoil, colluvium alluvium, or creep materia], into .sound bedrock or firm mato-ial v^iere the slope receiving fill exceeds a ratio of five horizontal to one vertical, ia acccffdance with tlie recommendations ofthe gcotedmica! consultant. 3.10 llie key for side hill fills shall be a minimum widtlj of 15 feeX within bedrock or firm m^aiials, unless otherwise specified in the geotechnical report. ( Sec d^ail on Figure D-3.) 3.11 Subdrainage devices shall be constructed in compliance with the ordinances ofthe coatroiling governmental a^ncy, or with the recommendations of the geotechnical consultant. ( Typical Canyon Subdrain derails are given in Figure D-4,) 3.12 Ibc con&actor will be required to obtain a minimum relative compaction of 90 percent out to the finish slope jEace of fill slopes, buttresses, aad stabilizatic^ fills. Tins may be aciiieved by eith?^ ov^ building tlie slope aad ciittiag bacfcto &e compacted core, or by direct compaction ofthe slope fece with suitable equipment, or by any other procedure which produces the required compaction j^rovod by tbe geotechnical consultant 3.13 All fill slopes should be planted or protected fiom erosion by othes: methods specified a &e ^oteehnical report, 3>I4 Fill-over-out slopes shall be properiy keyed throu^ topsoil, colluvium or creep material into rock or firm, materials, and the transition shall be stripped of all soil prior to placing fill. ( See detail on Figure D~3- ) STANDARD GRADING AND EAimWORK SPECIFICATIONS PAGE 6 4 0 aJTSLOPES 4-1 'lhe geotechnical consultant shall inspect all cut slopes at vertical intervals not exceeding ten feet 4.2 If any conditions not anticipated in the geotechoicaJ report such as perched water, seepage, loiticular or confined strata of potentially adverse nature, uafevorably inclined bedding joints or fexilt planes encountered durnig jading, lliese condifions shall be anal;^'2ed by the ipsotechoical consultant, and reconunendations shall be made to mitigate these problems. ( Typical details for stabilization of a cut slope are ^ven in Figures D-3a and D-5. ) 43 Cut slopes that fecc in the same diiectioii as the prevailing drainage shall be protected fiom slope wash by a non-crodible interceptor swale placed at tbe top ofthe slope. 4.4 Unless otherwise specified in the gcotechnicaJ report, no cut slopes shall be excavated higlier or steeper than that allowed by the ordinances of controlling governmental agencies. 4.5 Drainage traces shall be constructed io compliance with die ordinances of controlling govemmcalal agoicies, or with tlio locommeaidations ofthe geoteclmical consultant 5.0 TRENCH BACKFILLS 5.1 Trench excavafions for ufility pipes sliall be backfilled under tbe supervision ofthe geotechnical con^Itant 5.2 Ailer tfie utility pipe has been laid, the space under and around the pipe shall be backfilled wiifh clean sand or approved p^anular soil to a depth of at least one foot over the top of &c pipe. The sand backfill shall be uaifomily jetted into place before tlie controlled backfill is placed o%^er tlic sand. 53 The on-site matmals, or other soils approved by tbe geotechnical consultant sliall be watered aad mixed as necessary prior to placement in lifts over the sand backfill. STANDARD GRADING AND EARTHWORK SPECIFICATIONS PAGE 7 5-4 ITie controlled backfill shali be compacted lo at le^-jst 90 percent of die maximum laboratoiy density as determined by tlie ASTl D1557-07or the coatroiling govemmental agencies. 5.5 Field density tests and inspection ofthe backfill procedures sliall be made by the geotachoic-al consultant during backfilHng to see that proper moisfure content and uniform compaction is being maintained. Hie contractor shall provide tesl holes and ejqjloraloiy pits as required by the geoteciuiical consultant to etmble sampling and testing. 6,0 GRADING CQNll^OL 6.1 Inspecfion of tbe fill placement shall be i^ovlded by the geotedmical consultant daring tbe i^^ess of ^ding. 6.2 In genial, density tests should be made at intm^s not exceeding two feet of fill heig^it or every 500 cubic yards of fill placed. This criteria wifl vary depending oa soli cosdifions aad the si^ of the job. fii any event, an adeqi^te numbo: of field density tests shall be made to verify that the require compaction is being achieved, 6.3 Density tests should ako be made on the surfece material to receive fill as required by the geotedinical consultant. 6.4 All cleaaout, processed ground to receive fill, key cxcavgrfions, subdmins, and rock disposals should be inspected aad approved by the geotechnical consultant prior to placing any fill. If shall T:^ the cmtractor's responsibility to notify the geotechnical consultant whesi such areas are ready for inspecfion. STANDARD GRADING AND EARTHWORK SPECD^lCATIONS PAGES 7.0 CONSTR fJCTION CONSIDERATIONS 7.1 Broslon contioi measures, when n^^ssary, shall be provided by the contractor during grading and prior to tlie complefion and constmction of pemianent drainage controls. 7.2 Upon completion of grading and tentiinafion of impections by the geotechnical consultant, no further filling or excavafion, including that necessary fbr footings, foundations, large tvee wells, retaining walls, or other fealun^ shall be preformed without tlic approval oftiie geotechnical consultant 7.3 Care shall be taken by the contractor during final grading to pi^erve any benns, dramage terraces, interceptor swales, or otl^ devices of permanent nature on or adjacent to the property. TRANSIKON LOT DETAILS CUT-FILL b NATURAL GROUNC •^5 Mir -.COMPACTED rt.FILLr^^,^.^-^::^ ---"} 30" MIN. OVEREXCAVATE AND RECOMPACT / UNWEATHERED BEDROCK OR MATEHtAL APPBOVED BY - — THE GEOTECHNICAL CONSULTANT J CUT LOT NATURAL GRQUfs. REMOVE UNSUITABLE 'MATERrAL 3 30" MiN, OVEREXCAVATE AND RECOMPACT UNV/EATHERED BEDROCK OB MATERfAL APr^ROVED 8Y — THE GEOTECHNICAL CONSULTANT NOTE: Deeper overcxcavoHoa aod recomooctioa shall be performed H determmed 'o be-neccsicr/ by the geo!•echn^cc^ consoUoJit- ENCHING DETAILS FILL SIO PROJECTED PLANE \ to \ maximum from toe of sfope to Gporoved ground NATURAL GROUND^ REMOVE UNSUITABLE MATERIAL BENCH HEIGHT VARIES 2' MIN. KEY DEPTH IS* MIN. n.OV^eST SENCH-*! (KEY) 4^ CUT FACE Ta be consfructed prtor la fili placement BEMCH HEIGHT VARIES LOWEST BENCH: Ocpth ond width subject to field chcnge based cn ccnsuHant's inspection, SLiSD RAIN AGE:- E-rct- ^Irr-.-j-; focy be required ot the FOUHDATION AND SLAB RECOMMEHDATiONS FOR FXPANSrVE SOILS iOm ANO TWO-STORy RESiOCKTUI, RULOiKGS) 0 - JO VCRr LOW g3tPAK$(OK 2) ~ SO low EXPAMSIOK 51 - »0 SI - 130 EXTtWOh POOTtK6i J» t-«0. ^ tAS JOf AKO 80TTOW JHCHtl OCEf I-KO, ( JAft toe ^EtF. r-OOfwias COtnOfOOVi. HO STECt roxcts DE£f, f OOTIMO* COMTIHlKJtfa t-HO. < SAB TOf A«{J ROTTOM O Alt ASE. BOOR <J«AOe SCAM lOf »OTTO«. Tor *R0 *OITO«, li fKCKCS ligE?:. I-MO c BA(S {.£^4 Afte* Fi.t>OK 8t*53 3 f/S WCKES THICK, Mo MESK 3 t/3 JKC)(ta n?S!a;^ feJlOtfteO FOR CCAKSfOtt ^ARI^II M.II3 * men SAXO. QKAHXt Oft iANE* *A3t. * 3 WCWeS THtCX. Wl£>-*t£KJHrt_ 4 IKCHe* HO 5 t«iWiEI.L3 r«OM FOOIlKU TO 3!.*S « >fl l*tCKtS o« CEKTEJS * IftCHtS QRAVCt <fh #AHP SA.i£. * MR- «30UCEK 3 1^3 (HCtteS TWCtw 4 SC •-Ja/W KFSrt Oi! 0«Aft?e*. ttA*t. ttOtAIt mea* 3T£M WAti rOOl»flJS, J uicsict ROC*;. o*w.«t. Oft a*Mo »A3e, HO «&si!j»e 3 vs TmCK, • J: *-*<tfio M«E; MESK oit F«0« STSW WMA. rOOTlMOS •« tWCHCS «00<, QftAVCt *>R 3A»?0 SAJE. HO MOISItmC watt «S.a« 0« QUARTER BOC^ SHAVCt Oft 5A»^ 6AJEL Hot KELOURCO. UOt&TO* rmon TO ro^f^o tOKCBETE. TO fL A«Q¥C OpnuuW »OA>! TO t« iMijKES PEJ'TH TO #»• Asove ot-RMyw sou; to J* tMCSiCS Pt^-TX TQ HOTea iJ AU-DEifraS AAE tietATIVT'lO 5(.A» SilSCKAUC. FOUNDATIOH AND SLAB DETAIL {HOT TO SCALE} SLAB fi4iea«ADe- \ \ \ \ / ^ /_/ ______ —t -%^^^ t»fTERiOA rooTfMQ- carttAion FOOX(M« FOUNDATION ANO SLAB RECOMMENDATiOHS JOB HO.: riQURE HO.: P0Bt.ISHED REE^SEKCES Blake, T.F., 1993f Computer Services Software, h Computer Piogram for che Probabilistic Evaluation Hoiizontal Acceleration from California faults, FRISKS?, July 199B Ela<e, T.E., 1998, Computer Services Software, A Computer Program to Determine Historical Seismicity frorr' Digitized California Faults, EQSEARCH, July 1995 Bcltf B..^,-., 1913 f Duration of Strong Ground Motion: Proc. Fifth World Conference cn Earthquake Engineering, Paper No. 2927 Clark, Harms, K, , et al., 1964, Prelimmsry Slip-Rate and Map of i^ate-Ouaternaiy E'aultis of California, U.S.G.S. Open-F:'}e Feparc 84-106, 12 p, Coauto, 1997, Down to Earth Soils Engir.eering, vol. 4, Slope Stability, Cal. Poly Pomona University. Edmgton, W.J., 1973, Geology ot the Dana Point Quad, Orange County, California, California Division of Mines & Geology, PreliKiinary Report Map 1:12,00C Hart, E.W., 199S, Fault F'jpture Hazdrd Zones in California, C.D.M.G, .Special Feport No. 42, 25p Hays, W.W., 19S0, Procedures for Estimating Earthquake Ground Motions, U.S.G.S- Professional Paper 111-^, 77p Kennedy, M.P., 1977, Recency and Character of FauJting ?.loag the Elsinore Fault .^one m Southern Fivetside County, California, C.D.t^.G. Spec, Peport 131, 12 pages Lindvall, 3.C., and Rockwell, T.W., 1995, Holocene activity of trje Rose Canyon fault zone m San Diego, California: Jour, Geophysical Research, v-.lOO, p. 24, 121-124, 132 I'-Siller, R.V., Morton, P.K., and Fife D,L., 1975, Geo- Environmental Maps of Orange County, California, 1973, California Division of Mines S. Geology, Prelirainary Report 15 Peterson,M.P., Bryant, A,, Cramer, C.H., Reichle, M.S., 1996, Probahilistic Seisifiic fiazard Assessment for ths Scace of California, C.D.M.G. Open-File Report. 96-03 Seed, II.B., and Idriss, I.M,, 1982, Ground Motion and Soil l^iquefaction During Earthquakes, E.E.R.I. Nomograph, 134p, Berhlcy Press Slemmops, D.B., 1977, State-of-the-Art for Assessing Earthquake Hazaids m the United States, Army Corps cf Engineers, Misc, Papers, S-73-1, Report 6, Fault and Earthquake Magnitude, 2'50p Kramer Engineering Services, Inc. 4901 Morena Blvd., Suite 1001 San Diego, CA 92117 Tel: (858) 274-9860 Fax: (858) 274-9861 October 9, 2012 Ray Fuller EsGil Corporation Title 24 Area Conflict Explanation Dear EsGil Corporation, This letter is to explain the area conflicts between the plans and the energy calculations (PC12-0053 Issue 15) Please see table below for the area breakdown Area Stated on SP1 (SQ FT) Area Stated on Energy Calculations (SQ FT) 4,642 4.980 -135 -59 -9 Entire Building 2"^^ Floor Stairs Closet Under Entry Stairs Wall Areas 4,642 4,642 Adjusted Total Areas Per section 1 8 (page 1-20) ofthe Residential Manual, the conditioned floor area includes the stair area on all floors, indirectly conditioned spaces (such as closets underthe stairs), and the exterior walls The area specified on SP1 (Architectural Plans) is based on the "habitable" area and therefore only counts the stairs once and omits the low ceiling closet under the entry stairs See the excerpt below for the State Energy Commissions definition of Conditioned Floor Area "Conditioned floor area (CFA) is the total floor area (in square feet) of enclosed conditioned space on all floors of a building, as measured at the floor level ofthe extenor surfaces of exterior walls enclosino the conditioned space [§101] This term is also referred to in the Standards simply as the floor area This is an important value for the purpose of compliance since annual energy use is divided by this value to obtain the energy budget In the prescriptive packages, the maximum fenestration area is expressed as a percentage of this value CFA is calculated from the plan dimensions of the building, including the floor area of all conditioned and indirectly conditioned space on all floors It includes lofts and mezzanines but does not include covered walkways, open roofed-over areas, porches, pipe trenches, extenor terraces or steps, chimneys, roof overhangs or parking garages Unheated basements or closets for central gas forced air furnaces are also not included, unless shown to be indirectly conditioned The floor area of an interior stairway is determined as the CFA beneath the stairs and the tread area ofthe stairs themselves See Figure 1-2 for an example of how CFA IS calculated " Area 2 (conditioned Space Ouflmad) Ur^eated Garage NaiB l3onotcowit unconditKvied space NOTE stasrama shoukj be induded m both ttie 1^ and 2nd floor a/Bas Second Flow First FkxjT ArBa 1 (ConditKHied Space OutJmed} Note Measure from extenor surfeces of eKtenor paitions Total oindftxvtedKxv area:: Area 1 Are3 2 F^ure 1-2- Tota! Conditioned FtoorArea Huanming Cong, EIT Kramer Engineering Services, Inc CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division ' 1635 Faraday Avenue 760-602-2719 www carlsbadca gov Project Address: Permit No • ("2^ | §^ Information provided below refers to work being done on the above mentioned permit only This form must be completed and returned to Ihe Buildinq Division before the permit can be issued. Buildmg Dept Fax (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line' ... . Number of new roof drains'' Install/alter water lme' . Number of new water heaters? Number of new, relocated or replaced gas outlets' .. . Number of new hose bibs' Ves X No Residential Permits: New/expanded service: Number of new amps- Minor Remodel on^;/. Ves No Commercial/Industrial: Tenant Improvement Number of existing amps inuohedin this project Number of new amps invohedin this project New Construction: Amps per Panel. Single Phase Three Phase Three Phase 480 .... Number of new amperes. . Number of new amperes. Number of new amperes Number of new furnaces, A/C, or heat pumps? New or relocated duct worh' Number of new fireplaces' Number of new exhaust fans' .... Relocate/install went' Number of new exhaust hoods' Number of new boilers or compressors' Ves ^ No i4. Number of HP - O- B-18 Page 1 of 1 Rev 03/09 ^ CITV OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov S: P( Project Address: ~ ' ^ Permit No.: ( X I^^O Information provided below refers to worh being done on the above mentioned permit only This form must be completed and returned to the Buildinq Division before the permit can be issued. Building Dept Fax (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains New building sewer line' Number of new roof drains' , Install/alter water line? Number of new water heaters' . . , Number of new, relocated or replaced gas outlets? Number of new hose bibs' . Ves No - O - - o - Residential Pemiits: [oo New/expanded service: Number of new amps- ^^('r' Minor Remodel on/y. Ves No Commercial/Industrial: Tenant Improvement- Number of existing amps ini/ohedin this project: Number of new amps invohedin this project. New Construction: Amps per Panel Single Phase Three Phase.. Three Phase 480 ... Number of new amperes. Number of new amperes. Number of new amperes Number of new furnaces, A/C. or heat pumps?... New or relocated duct worb? ... Number of new fireplaces' Number of new exhaust fans' Relocate/install vent' Number of new exhaust hoods? Number of new boilers or compressors' Ves No \ I . Number of HP ^ O - B-18 Page 1 of 1 Rev 03/09 CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www carlsbadca gov This form must be completed by the City, the applicant, and the appropriate school distncts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant {Owner Name) Project Description Building Type Residential FISCHBACH HOME Proiect ID CT/MS CB121889 & CB121890 1274 & 1276 PINEAV 205-020-04-00 ADAM & NICHOLE FISCHBACH DEMO EXISTING 1265 SF HOUSE. BUILD NEW 4002 SF HOME & 640 SF SECOND DWELLING UNIT SFD WITH 2DU NEW DWELLING UNIT(S) 4002 Square Feet of Living Area in New Dwelling/s Second Dwelling Unit 640 Square Feet of Living Area in SDU Residential Additions Net Square Feet New Area Commercial/industnal City Certification of Net Square Feet New Area Applicant Information- (finpnptte (fihhf^ natp in/3i/?ni? SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ^ Carisbad Unified School Distnct 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) • Vista Unified School District 1234 Arcadia Dnve Vista CA 92083 (760-726-2170) Q San Marcos Unified School Distnct 255 Pico Ave Ste 100 San Marcos, CA 92069 (760-290-2649) Contact Nancy Dolce (By Appt Only) 1 i Encinitas Union School Distnct 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 x1166) 1 1 San Dieguito Union High School Distnct-By Appointment Only 710 Encmitas Blvd Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners The person executing this declaration ( Owner) certifies under penalty of perjury that (1) the information provided above is correct and true to the best ofthe Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square Signature B-34 Date Paae 1 of 2 Rev 03/09 footage is founcj to be incorrect, and that (2) the Owner is the owner/developer of the above descnbed pro)ect(s), or lhat the person executing this declaration is authorized to sign on behalf of the Owner SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district{s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authonzed by the applicable School Distnct, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ^ j. TITLE CARLSBAD UNIRED SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA9?n09 DATE PHONE NUMBER B-34 Page 2 of 2 Rev 03/09 PC120053 1274 PINEAV FISCHBACH RES- BUILD NEW CB121889 1274 PINEAV FISCHBACH RES^DEMO EXISTING 1265 SF HOUSE & 400 SF GARAGE BUILD NEW 4002 SI CB121890 1276 PINEAV FISCHBACH RES- 640 SF ATTACHED 2ND DWELLING UNIT ATTACHED TO 1274 PINE • cv Firai Imp. Approved BUILDING PLANNING Vt5 ENGINEERING FIRE Expedite? Y N Date iO-\^lzr^ By AFS Checked by HazMat APCD Health Forms/Fees Sent Reed Due? By Encrna Fire HazHealthAPCD PE&M School , (tA Sewer Stormwater Special Inspection CFD Y LandUse N r N Density ImpArea FY Annex Factor PFF 1^ Comments Date Date Date Date Building Planning Engineenng Fire loj loUz, Need? 5^ Done pMZione • Done • Done • Done • Issued 12-13-2012 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR12112 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title Applicant PAUL LONGTON 76 722-4904 1274 PINEAV CBAD PCR 2050200400 Lot # $0 00 Construction Type 0 NEW FISCHBACK- REVISE SHEAR WALL, REC ROOM,KITCHEN CABINETS, Status Applied Entered By Plan Approved Issued Inspect Area Owner HARGETT ROBIN L&PATRICIA K P O BOX 417 CARLSBAD CA 92018 ISSUED 12/11/2012 MDP 12/13/2012 12/13/2012 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $161 25 • $0 00 $0 00 Total Fees $161 25 Total Payments To Date $161 25 Balance Due $0 00 Inspector FINALAPPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions" You have 90 days from the date this permil was issued to protest imposition of these fees/exaclions If you protest Ihem, you musl follow the protesl procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processmg in accordance wilh Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer conneclion fees and capacity changes, nor pianning, zoning, grading or other similar application processing or service fees in connection wilh this project NOR DOES IT APPLY to any fees/exactions of which vou have pfftvinnF^ly heen given a NOTICE similar to this, ocas to which t^^e statute of limitations has pieMiovisW othervnise expired ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 wwvi/ carlsbadca gov Plan Check RevisioOjl^- _ ginal Plan Check No Project Address ^^k:^ P/^£ AK/H Date Contact 7^f/L Lo/^drTvU Email Pj/oho^'/^h Q^c,\l, ah^ Ph 7C0-77.7~H%H Fax 7^Q-722-V?Q3 Contact Address. City Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 • Elements revised ^ Plans JS Calculations • Soils • Energy • Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets A/ Al Ai Al ^/ Al ^ ^ J— ir.^ — ,.- 1 —* *j 41 AZ AZ Ax A3 i — 1 —"mi* "— —••• ^ • • "•• • " ' 5. Does this revision, in any way, alter the exterior of the project? • Yes 6. Does this revision add ANY new floor areafsj"? D Yes ^ No 7. Does th/5 revis/on affect any fire re/ated issues? O Yes ^ No 8. Is this a complete set? ^Signature No 1635 Faraday Avende, Carls 92008 Ph 760-602-2719 Fax 760-602-8558 EmaiL building@carlsbadca gov www carlsbadca qov EsGii Corporation In (Partnership with (government for (BuiCding Safety DATE 12/12/12 • APPLICANT JURISDICTION Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO PCR12-112 (PC12-0053) SET II PROJECT ADDRESS 1274/1276 Pine Ave. PROJECT NAME Plan Changes for Fischback I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially compiy with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgi) Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to 1X1 EsGil Corporation staff did not advise the applicant that the plan check has been completed 1 I EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Mail Telephone Fax In Person ^ REMARKS 'l)n^?rT5ifir n@s in red ink to set(s) at the City On sheet P1 change gas line to VA "where goinaJ(S^ry&rs2^ S2 sheet and blowup sheet 16 from revised set 1 and add to set II as no new S sheets were provide ( Apphcant hand carried owners sets of plans to Esgil and back to the City ) By Ray Fuller Enclosures EsGil Corporation • GA • EJ • PC (P) 12/112/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (partnefsfiip witfi government for buifding Safety DATE 12/11/12 a^PPUCANT JURIS JURISDICTION Carlsbad ^TPtAN^EVlEWER • FILE PLAN CHECK NO PCR12-112 (PC12-0053) SET I PROJECT ADDRESS 1274/1276 Pine Ave. PROJECT NAME Plan Changes for Fischback The plans transmitted herewith have been corrected where necessary and substantially compiy with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck 1 1 The applicant's copy of the check list ts enclosed for the junsdiction to forward to the applicant contact person ^ The applicant's copy of the check list has been sent to Paul Longton 2909 Mesa Dnve Oceanside, Ca 92054 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed IXI EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted Paul Longton Telephone # (760) 722-4904 Date contacted llln (by )^ ) Email pilonqton@qmail com. david500f5jcox net Fax # (760) 722-4903 ^ Mail ^ Telephone Fax In Person *^ I I REMARKS Applicant hand earned plans to Esgil as well as providing Owners set for refernce By Ray Fuller Enclosures EsGil Corporation • GA • EJ • PC 12/11/12 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PCR12-112 (PC12-0053) 12/11/12 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PCR12-112 (PC12-0053) JURISDICTION Carlsbad PROJECTADDRESS 1274/1276 Pine Ave. FLOOR AREA STORIES 2 plus Roof Deck Dwellings 4642 Garages 1217 Deck/Stairs 450 Covered Porch 63 Roof Deck 2520 HEIGHT 32 ft per CBC to Stair Enclosure REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION 09/20/12 ESGIL CORPORATION 12/11/12 DATE INITIAL PLAN REVIEW PLAN REVIEWER Ray Fuller COMPLETED 12/11/12 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electncal Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required pnor to the issuance of a building permit Present California law mandates that construction comply with the 2010 edition ofthe California Code of Regulations (Title 24), which adopts the following model codes 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC The above regulations apply, regardless ofthe code editions adopted by ordinance The following items listed need clanfication, modification or change All items must be satisfied before the plans wilt be in conformance with the cited codes and regulations Per Sec 105 4 of the 2009 International Building Code, the approval ofthe plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. Carlsbad PCR12-112 (PC12-0053) 12/11/12 1 Please make all corrections on the onginal tracings, as requested in the correction list Submit three sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways 1) Deliver all corrected sets of plans and calculations/reports directly to the City ofCarlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineenng and Fire Departments 2) Bnng one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engmeenng and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Verify that the final sets of plans and any new calculations will be stamped and signed by engineer and /or architect of record also 3 Downstairs dryer will nee to be 5" as exceeds 14 ft 4 Show location of the two 4" dryer vents for proposed stackable on A-2 0 5 Show or note on plans that a 100 sq inches of make up air is required in laundry room (to make up of exhaust air being vented out by dryer and for any exhaust fan if one was provided) for laundry room with two dryers 6 At left upper portion of PI change gas line to where noting Vz as now feeding two dryers 7 Revise energy or provide documentation from T-24 consultant i e letter stating that the proposed solar tubes will not adversely affect the comphance ( complies by only 2%) • To speed up the review process, note on this list (or a copy) where each correction Item has been addressed, i e , plan sheet, note or detail number, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please bnefly describe them and where they are located in the plans • The junsdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgii Corporation Thank you Carlsbad PCR12-112 (PC12-0053) 12/11/12 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO PCR12-112 (PC12-0053) PREPARED BY Ray Fuller DATE 12/11/12 BUILDING ADDRESS 1274/1276 Pine Ave. BUILDING OCCUPANCY R3 U TYPE OF CONSTRUCTION VB BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) Air Conditioning Fire Spnnklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I i Repetitive Fee Repeats • Complete Review • Other Hourlv EsGii Fee Based on hourly rate $161 25 • Structural Only 1 5 $86 00 Hrs @ $129 00 Sheet 1 of 1 macvalue doc + ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1835* Reissued May 1, 2011 This report is subject to renewal May 1, 2013 www icc-es.orq | (800)423-6587 | (562)699-0543 A Subsidiary of the International Code Council^ DIVISION 08 00 00—OPENINGS Section 08 62 00—Unit Skylights REPORT HOLDER ODL, INC 100 INNOVATION DRIVE ZEELAND, MICHIGAN 49464 (616) 772-9111 WWW odi com |im allardvcegjodl com ADDITONAL LISTEES WASCO PRODUCTS, INC 85 SPENCER DRIVE, UNIT A, PO BOX 559 WELLS, MAINE 04090 OWENS CORNING 2790 COLUMBUS ROAD GRANVILLE, OHIO 43023 EVALUATION SUBJECT ODL EZ TUBULAR SKYLIGHTS 1 0 EVALUATION SCOPE Compliance with the following codes • 2009 International Building Code® (IBC) • 2009 Iriternational Residential Corfe® (IRC) • 2009 International Energy Conservation Code® (lECC) Properties evaluated • Structural • Air infiltration • Water penetration resistance • Durability 2 0 USES The ODL EZ, Wasco ST and Owens Corning Illuminator tubular skylights descnbed in this report are prefabncated plastic-domed glazed skylights for use under IBC Sections 2405 and 2610 and IRC Section R308 6 3 0 DESCRIPTION 3 1 General The ODL EZ, Wasco ST and Owens Corning Illuminator tubular skylights are plastic-domed glazed tubular skylights that are available in nominal diameters of 10 and 14 inches (254 and 356 mm) Each skylight consists of the following components packaged in a single carton for jobsite assembly a clear plastic dome, a self-flashing curb, adjustable and extension reflective tubes, a ceiling package including tnm ring, inner and diffuser lenses, diffuser nng, and miscellaneous fasteners and washers, foam tapes, kerf mounted seals, and hole cutting templates The dome shape is a hemisphere for 10-inch (254-mm) dome lenses and is a truncated hemisphere with a flat top for 14-inch (356-mm) dome lenses Table 1 lists the skylight models, flashing and dome matenals, dome diameters, dome nses, and reflective tube descnptions Figure 1 shows a typical version ofthe ODL EZ, Wasco ST and Owens Coming Illuminator tubular skylight assembly 3 2 Material 3 21 Plastic Dome The plastic dome is produced from either injection-molded acrylic plastic from Altuglas International of Arkema, Inc , designated as Plexiglas Ml-7, or injection-molded polycarbonate plastic from General Electnc, designated as Lexan 143 - BR5A001 The nominal thickness ofthe 10-inch-diameter (245 mm) dome lens IS 0 114 inch (2 89 mm) and is 0 115 inch (2 92 mm) for 14-inch-diameter (356 mm) dome lens The acrylic plastic has a CC2 classification and polycarbonate plastic has a CCI classification 32 2 Self-Flashing Curb The self-flashing curb is made from one of three types of materials 0 125-inch-thick (3 2 mm) Polytrope TRR 518, 0 063-inch-thick (1 60 mm) 1100-0 spun aluminum, orformable aluminum available as 0 023- to 0 032-inch-thick (0 58 to 0 81 mm) 1100-0 or 0 028- to 0 037-inch-thick (0 72 to 0 95 mm) 3003-0 aluminum 3 2 3 Adjustable and Extension Reflective Tubes The diameter of the reflective tube is 10 inches (254 mm) for EZ10, ST10 and Illuminator 10 models and 14 inches (356 mm) for EZ14, ST14 and Illuminator 14 models The reflective tubes are formed from AL 99 85 (European Standard) or AA (Aluminum Association) 1085 0 016 ± 0 0016-inch-thick (0 41±0 041 mm) aluminum alloy sheet laminated with Alanod Miro 4400YR reflective film on the mtenor surface The mtenor finish of the tubes has a Class A flame-spread index (0-25) and a smoke-developed index not exceeding 450 when tested in accordance with ASTM E84 3 2 4 Light Diffuser The light diffuser consists of a tempered glass diffuser lens and two-glass inner lenses The thickness of all glass diffuser lenses is 0 125-inch (3 20 mm) 'Revised July 2012 ICC-ES EvalualiDii Repot is aie nol lo be conilruetl as lepiesenling aeslhelia oi iinv olher alirihule^ nol specifically adilressed nor are ihev to be construed as an endorsemeni oj (he subject oj lhe report or a recommendation jor its use Tliere n no warrantv bv ICC Evaluation Sen'ice LLC exprtss or implied as ™^ fo anv finding or other matter in this report or as lo any product covered hv Ihe report Copynght©2012 Page 1 of 5 ESR-1835 I Most Widely Accepted and Trusted Page 2 of 5 3 2 5 Fire-Resistant Ring The fire-resistant nng is an aluminum band used as protection for the glazing exposed edge (See Figure 2) The nngs must be mstalled only where classified roof covenngs are required by the applicable code 3 2 6 Fasteners 3 2.61 Self-Flashing Curb Mounting The fasteners supplied with the skylights and used to attach the self-flashing curb of the skylight to the roof sheathing are No 8 by 2-inch-long (51 mm), 18-8 stainless steel sheet-metal screvire with 0 045-inch-thick-by-^/4-inch- diameter (1 14 mm by 19 1 mm) fender washers 3 2 6 2 Dome The fasteners supplied with the skylights and used to attach the dome to the self-flashing curb are No 8 by Vmch-long (19 1 mm) Phillips pan head 18-8 stainless steel screws with No 8 by /g-inch-outside- diameter (9 53 mm) stainless steel washers 3 2 6 3 Ceiling Ring The fasteners supplied with the skylights and used to attach the ceiling nng to the ceiling are No 6 by 1-inch-long (25 4 mm) wallboard screws 3 2 7 Roof Sheathing The roof sheathing must be mmimum V2-inch-thick (12 7 mm) plywood or onented strand board (OSB) panel sheathing complying with the applicable code 4 0 DESIGN AND INSTALLATION 4 1 Design The allowable loads expressed as the performance grade rating values, RG, ofthe skylights are noted in Table 2 4 1 1 Allowable Loads 4 111 IBC For use under the IBC, the RG rating values must be equal to, or greater than, the maximum loads on the skylights as required by IBC Section 2405 5 1 4 1 1,2 IRC The RG rating values must be equal to, or greater than, the maximum loads on the skylights determined in accordance with IBC Section 2405 5 1, except the design wind forces must be as specified for skylights in IRC Section R301 2 1 4 12 Air Infiltration The air leakage for the skylights when tested at an air pressure differential of 1 57 psf (75 Ra), compiles with the maximum rate of 0 3 cfm/ft' (1 5 L/s/m^) required in lECC Section 402 4 2 4 2 Installation The skylights must be installed in accordance with IBC Sections 2405 and 2610, or IRC Section R308 6, as applicable, this report, and the ODL, Wasco and Owens Corning published installation instructions In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs The skylights are prepackaged with all components, fasteners, attachments, and installation instructions in the shipping carton, except for the sealant recommended by the skylight manufacturer to be installed between the skylight and roof sheathmg For the EZ10, ST10 and Illuminator 10 models, a 12-inch-diameter (305 mm) hole must be cut in the roof sheathing and an 11-inch-diameter (279 mm) hole must be cut in the ceiling below the attic space For the EZ14, ST14 and Illuminator 14 models the con-esponding ceiling and sheathing hole diameters are 16 inches and 15 inches (406 mm and 381 mm), respectively The skylight self-flashing curb must be treated with the sealant recommended by the skylight manufacturer applied around the bottom surface ofthe flashing and then must be attached to the plywood or OSB roof sheathing with the fasteners described in Section 3 2 51 The number of fasteners required is given in Table 2 The skylight dome lens must be attached to the self- flashing curb with four of the fasteners descnbed in Section 3 2 5 2 Silicone sealant must be applied to the screw heads after placement The reflective tubes must be inserted into the skylight self-flashing curb at the roof and must be terminated at the ceiling into a ceiling nng installed with three or four No 6 by 1-inch-long (25-mm) drywall screws The skylight diffuser must then be twisted onto the ceiling nng The fire-resistant ring slides on the dome lens and conceals the lower V2-mch (12 7 mm) of the dome lens It protrudes Va-inch (12 7 mm) beyond the bottom edge of the dome The nng is supported by a horizontal flange of the dome and is held down by the heads of four screws that retain the dome lens to the flashing 5 0 CONDITIONS OF USE The ODL EZ, Wasco ST, and Owens Corning Illuminator tubular skylights descnbed in this report comply with, or are suitable alternatives to what is specified in, those codes listed m Section 1 0 of this report, subject to the following conditions 5 1 The skylights must be installed in accordance with the applicable code, this report, and the ODL EZ, Wasco ST, and Owens Corning Illuminator installation instructions In the event of a conflict between this report and the manufacturer's installation instructions, this report governs 5 2 The allowable positive and negative (mward or outward) loads for the skylights are as set forth in Table 2 of this report 5 3 All of the skylights, except for the skylights with the fire-resistant nng installed and with the spun aluminum self-flashing curbs, are limited to installations where nonclassified roof coverings are permitted and to use on wood roof construction 5 4 The skylights equipped with self-flashing curbs of Polytrope or formable aluminum are limited to installation in R-3 occupancies and roof slopes of 3 12 (25%) to 12 12 (100%) Skylights equipped with the spun aluminum seif-flashing curbs are limited to roof slopes of 0 12 (0%) to 12 12 (100%) 5 5 The skylights are manufactured at ODL facilities m Zeeland, Michigan, and Sparks, Nevada, under a quality control program with inspections by Smith-Emery Laboratones (AA-554) 6 0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Critena for RIastic Glazed Skylights (AC16), dated Apnl 2011 7 0 IDENTIFICATION The ODL EZ, Wasco ST and Owens Corning Illuminator Tubular Skylights must be labeled with the manufacturer's name (ODL Incorporated, Wasco Products, Inc or Owens Coming) and address, model number, performance grade ratings, the ICC-ES evaluation report number (ESR-1835), the name or logo of the inspection agency (Smith-Emery Laboratones), and a safety label complying with Class 1, ANSI Z 35 1-1972 (warning of a risk of falling) The labels also include the CCI or CC2 plastic classification and the thickness ofthe plastic glazing ESR-1835 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1—ODL EZ TUBULAR SKYLIGHTS DESCRIPTIVE INFORMATION MODEL FLASHING MATERIAL DOME MATERIAL DOME NOMINAL DIAMETER Cn) DOME RISE (in) REFLECTIVE TUBE DESCRIPTION EZ10SCAK Polyethylene Acrylic 10 5 20 inches straight 25 inches adjustable boHom EZ10SCANH EZ14SCANH Polyethylene Acrylic 10 5 25 inches adjustable top 25 inches adjustable bottom EZ10SCANH EZ14SCANH Polyethylene Acrylic 14 6 25 inches adjustable top 25 inches adjustable bottom EZ10PRO3 EZ14PR03 Polyethylene Polycarbonate 10 5 15 inches adjustable top 15 inches adjustable bottom 20 inches straight EZ10PRO3 EZ14PR03 Polyethylene Polycarbonate 14 6 15 inches adjustable top 15 inches adjustable bottom 20 inches straight EZ10SCG EZ14SCG Formable aluminum Acrylic 10 5 25 inches adjustable top 25 inches adjustable bottom EZ10SCG EZ14SCG Formable aluminum Acrylic 14 6 25 inches adjustable top 25 inches adjustable bottom EZ10PRO2 EZ14PR02 Spun black aluminum Acrylic 10 5 15 inches adjustable top 15 inches adjustable bottom EZ10PRO2 EZ14PR02 Spun black aluminum Acrylic 14 6 15 inches adjustable top 15 inches adjustable bottom EZ10SGMNH EZ14SCMNH Spun aluminum Acrylic 10 5 25 inches adjustable top 25 inches adjustable bottom EZ10SGMNH EZ14SCMNH Spun aluminum Acrylic 14 6 25 inches adjustable top 25 inches adjustable bottom EZ10PRO EZ14PR0 Spun black aluminum Polycarbonate 10 5 15 inches adjustable top 15 inches adjustable bottom EZ10PRO EZ14PR0 Spun black aluminum Polycarbonate 14 6 15 inches adjustable top 15 inches adjustable bottom EZ10SCPNH EZ14SCPNH Spun aluminum Polycarbonate 10 5 25 inches adjustable top 25 inches adjustable bottom EZ10SCPNH EZ14SCPNH Spun aluminum Polycarbonate 14 6 25 inches adjustable top 25 inches adjustable bottom For SI 1 inch = 25 4 mm TABLE 2—SKYLIGHT PERFORMANCE GRADE, PG, ALLOWABLE LOADS, AND NUMBER OF NO 8 BY 2-INCH-LONG SCREWS FOR ATTACHING SKYLIGHT TO ROOF DECK MODEL DIAMETER (in) NUMBER OF FLASHING-DECK SCREWS 2006 IBC/IRC MODEL DIAMETER (in) NUMBER OF FLASHING-DECK SCREWS PGpos OR INWARD PRESSURE (psf) PGNEG OR OUTWARD PRESSURE (psf) EZ10SCAK 10 8 90 90 EZ10SGANH 10 8 90 90 EZ14SGANH 14 8 80 80 EZ10PRO3 10 8 90 90 EZ14PR03 14 8 80 80 EZ10SCG 10 9 65 65 EZ14SCG 14 g 50 50 EZ1QPR02 10 g 90 90 EZ14PR02 14 9 90 90 EZ10SCMNH 10 9 90 90 EZ10SCMNH 14 9 90 90 EZ10PRO 10 9 100 100 EZ14PR0 14 g 100 100 EZ10SCPNH 10 9 100 100 EZ14SCPNH 14 9 100 100 For SI I inch = 25 4 mm. 1 psf = 0 0479 kN/m^ ESR-1835 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 3—MODEL CROSS REFERENCE CROSS REFERENCE TABLE List of ODL Models and similar Models for Wasco and Owens Corning Similar models share the same performance grade, diameter, dome lens, flashing and diffuser In some cases the reflective tube length is different ODL Model Wasco Model Owens Corning Model EZ10SCAK EZ10SCANH Illuminator 10" Composite EZ14SCANH Illuminator 14" Composite EZ10PRO3 Wasco ST10 EZ14PR03 Wasco STI 4 EZ10SCG Illuminator 10" Formable Flashing EZ14SCG Illuminator 14" Formable Flashing EZ10PRO2 EZ14PR02 EZ10SCMNH Illuminator 10" Spun Aluminum EZ14SCMNH Illuminator 14" Spun Aluminum EZ10SCPNH Illuminator 10" Severe Weather EZ14SCPNH Illuminator 14" Severe Weather EZ10PRO Wasco ST10HR EZ14PR0 Wasco ST14HR FIGURE 1—TYPICAL ODL EZ TUBULAR SKYLIGHT ASSEMBLY ESR-1835 I Mosf Wide/y Accepfed and Trusted Page 5 of 5 10" Diameter Tubelight 4" Minimum Curb Height tiimSMMIUSKM 14" Diameter Tubelight 4" Wlintmum Curb Height FIGURE 2—FIRE-RESISTANT RING INSTALLED ON SKYLIGHTS WITH SPUN ALUMINUM CURB Kramer Engineering Services 4901 Morena Blvd., Suite 905 San Diego, CA 92117 Phone (858) 274-9860 Fax (858) 274-9861 December 11, 2012 Ray Fuller Esgil Corporation Calculation of dryer exhaust capacity GE GTUP270EMWWand LG DLG2251W This letter wiii serve to show that a 4" diameter dryer duct is sufficient for most dryers in the installatson at 1264 Ptne Ave. 2010 CMC calculation of allowable static pressure 504.3.2.2 Length Limitation. Unless othenA/ise permitted or required by the dryer manufacturer's installation instructions and approved by the Authority Having Jurisdiction, domestic dryer moisture exhaust ducts shall not exceed a total combined honzontal and vertical length of fourteen feet including two 90 degree elbows Two feet shali be deducted for each 90 degree elbow in excess of two Designed svstem The system as designed contains 1 ft of horizontal duct to 1 90 degree elbow to 7 5 ft of vertical duct to 1 90 degree elbow to 14 1 ft of horizontal duct including 2 45 degree elbows equalling 1 90 degree elbow for a total length of 22.6 ft and 3 90 degree elbows. Manufacturer's installation auide Planned installation is for an LG DLG2251W Page 20 of the attached installation guide shows that the LG DLG2251W can exhaust through 36 ft of duct with 3 elbows. Since the existing system is shorter than the manufacturer's allowable, this system will work As a worse case, Page 6 of the attached GE installation guide shows that the 27" wide GE GTUP270EMWW can exhaust through 24 ft of duct with 3 elbows Since the existing system is shorter than the manufacturer's allowable, this system will work Notes' Contractor shall pemnanently install a plastic placard on the wall near the dryer transition box that reads "Warning Check the manufacturer's installation instructions for any domestic dryer that will be instailed at this location The installation instruction should allow the dryer to be connected to an exhaust duct (vent) that is 22 6 ft with 3 elbows." Lynn Kramer, P E. J.C.PLUMBING CO CARVAJAL PLUMBING CO., INC. P.O. BOX 1141, CARDIFF, CA. 92007 (760) 942-2818 & FAX 942-0600 LIC. #540621 C-36, HIC GAS CALCS. JOB • PINE JOB ADDRESS 1274/1276 PINE AVE, CARLSBAD DATE-9/9/2010 QTY GAS PIPE SIZING- in order, from furthest BTU TOTAL BTU'S 1 FAU 100000 100000 2 LOG LIGHTER 25000 50000 1 STOVE 65000 65000 3 DRYERS 350Q0 105000 2 FAU 60000 120000 1 TANKLESS 200000 640000 640,000 BTU = 581 CFH 581 CFH @ 90" =1 1/2" PIPE 2- DRYERS @ 35,000 = 70,000 BTU OR 63 CFH USING < 20' OF 1/2" GAS PIPE FORM THE 1 1/2" MAIN LINE THEREFORE 20' OF 1/2" GAS PIPE CAN SUPPLY 119 CFH, PER SIZING GAS TABLE 12-3 ON THE UPC CODE BOOK PAUL LONGTON, ARCHITECT AIA 2909 Mesa Dnve Oceanside, California 92054 TRANSMITTAL COVER SHEET DATE 12/12/12 TO Ray Fuller, Esgil FROM Paul Longton RE TIME 11 42 03 AM PHONE (858)560 1468 FAX PHONE (760) 722-4904 FAX (760) 722^903 1274/1276 Pine Ave Plan Check No PCR12-112 Message Dear Ray Enclosed are the following for an initial submittal forthe above referenced project • 3- revised, stamped and signed architectural sheets (A-1.0, A-2.0, A3.0) • Letter from Mechanical Engineer regarding dryer duct length • Letter from Mechanical Engineer stating the solar tubes don't necessitate a revised Title-24 (along with a new T-24 showing this to be so. • Gas calculations from the plumbing contractor verifying that the Vi" size ofthe gas pipe is more than adequate for the 2-dryers on the 2"^ floor. Revisions were made as follows (by the plan check number), 1 Delivered revisions to Carlsbad and Esgil 2 Plans stamped and signed 3 Placard note on A-1 0 in 4-car garage 4 Noted on A-2 0 5 Louvered door noted on A-2 0 6 Gas Calculations included with this submittal 7 Letter from Mechanical Engineer and revised T-24 ijKcludea^i submittal Thank you. Kramer Engineering Services, Inc. 4901 Morena Blvd., Suite 1001 San Diego, CA 92117 Tel: (858) 274-9860 Fax: (858) 274-9861 December 12, 2012 Ray Fuller EsGil Corporation Title 24 Report - (5) 14" Solar Tube Study Dear EsGil Corporation, This letter is to show that the proposed five 14" diameter solar tubes will not adversely affect the energy compliance ofthe residence located at 1284 Pine Ave As shown below, the revised model with the five solar tubes will still comply with California Title 24 Energy Compliances Standards In addition, each 14" diameter solar tube (NFRC U-Value 0 35 & SHGC 0 34) wtll only add 13 btu/hr in heating load and 67 btu/hr in cooling load PERFORMANCE CERTIFICATE- Residential (Part 3 of 5) CF-1R Prajeci Name New Pine Ave Residence Bmkfng Typ9 Si Single Family • Addition Alone • Multi Family • Existing* Addilioti/Altetatron Date 12/12/2013 ANNUAL ENERGY USE SUMMARY TDV standard Proposed Margin {kBtu/ltV) Space Heating Space Cooling Fans Domeslic Hoi Water Pumps 9 19 B41 434 7 68 000 9 37 9 05 4 ai 5 89 000 0 18 -0 64 -0 47 1 79 000 Totals 29 62 Percent Better Than Standard 29 II 051 I 7% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Onentalion tSW) 225 deg Ext Walls/Roof Wall Area Area Number of Dwelling Units 1 00 (SW) 1 442 224 Fuel Available at Site Natural Gas (NW) 2 264 309 Raised Floor Area 950 (NE) r 359 342 Slab on Grade Area 2 065 (SB) 1 117 174 Average Ceiling Height 99 Roof 2 787 6 Fenestration Average U-Factor 0 39 TOTAL 1,054 Average SHGC 0 37 Fenestration/GFA Ratio 21 2% REMARKS Revised T24 Report Submittal PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1R Project Name Building Typo IZ Single Family • Addition Alone Date Wew Pine Ave Residence • Mull! Family • Exist;ng+ Addition/Alteration 10/10/2011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin (kBlu/ff-yr) Space Heating 919 9 42 -0 23 Space Cooling 841 893 -052 Fans 4 34 4 78 0 45 Domestic Hot Waler 7 68 5 89 f 79 Pumps 000 000 000 Totals 29 62 29 02 060 Percent Better Than Standard 20% BUiLDING COMPLIES -NO HERS VERIFICATION REQUIRED Fenestration Area 224 309 342 174 0 I 048 21 I % Building FtonlOnentalion isw)225d9g Ext Walls/Roof Number of Dwelling Units ' fSW Fuel Available at Site warura; 60s (NW) Raised Floor Area 950 (f^E) Slab on Grade Area 2063 (SE) Average Ceiling Height ^ ^ Fenestration Average U-Factor 039 Average SHGC 037 Wall Area 1 442 2 264 1 359 1 117 2 787 TOTAL Fenestration/CFA Ratio REMARKS Onginal T24 Report Submittal Please see the full attached report for the complete calculations and forms Huanming Cong, EIT Kramer Engineenng Services, Inc BUILDING ENERGY ANALYSIS REPORT PROJECT: New Pine Ave Residence 1284 Pme Ave Carlsbad, CA 92008 Project Designer: Studio 4 Architecture 2909 Mesa Drive Oceanside, CA 92054 (760) 722-4904 Report Prepared by: Huanming Cong Kramer Engmeenng Services 4901 Morena Blvd , Suite 1001 San Diego, CA 92117 (858) 274-9860 Job Number: PineAvel Date: 12/12/2012 The EnergyPro computer program has been used to perform the calculations summanzed in this compliance report This program has approval and is authonzed by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards This program developed by EnergySoft, LLG - www energy; EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1R Mandatory Measures Summary 14 HVAC System Heating and Cooling Loads Summary 17 Room Load Summary 20 Room Heating Peak Loads 23 Room Cooling Peak Loads 46 EnergyPro 5 1 by EnergySoft Job Number ID PineAvel UserNumber 5196 PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1R Project Name New Pine Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing-n Addition/Alteration Date 12/12/2012 Project Address California Energy Climate Zone Total Cond Floor Area Addition # of stories 1284 Pine Ave Carlsbad CA Climate Zone 07 4,980 n/a 2 FIELD INSPECTION ENERGY CHECKLIST • Yes El No HERS Measures - If Yes, A CF-4R must be provided per Part 2 of 5 of this form • Yes • No Special Features - If Yes, see Part 2 of 5 of this form for details INSULATION Area Special Construction Type Cavity {ff) Features (see Part 2 of 5) Status Floor Wood Framed w/o Crawl Space R-19 950 Wew Roof Wood Framed Rafter R-30 2.646 New Walt Wood Framed R-13 5,013 New Door Opaque Door None 120 New Roof Wood Framed Attic R-30 135 New Stab Unhealed Stab-on-Grade None 2,065 Penm = 212' New FENESTRATION U-Exterior Orientation Area(ff^ Factor SHGC Overhang Sidefins Shades Status Fronf (SW) 159 0 0 390 037 none none Bug Screen New Right (SE) 173 5 0 390 037 none none Bug Screen New Front (W) 510 0 390 0 37 none none Bug Screen New Left (NW) 309 0 0 390 0 37 none none Bug Screen New St<ylight 1 1 0 350 0 34 none none None New St<ytight 1 1 0 350 0 34 none none None New St<ylight 1 1 0 350 0 34 none none None New Rear (NE) 342 4 0 390 037 none none Bug Screen New Skylight 1 1 0 350 034 none none None New Skylight 1 1 0 350 0 34 none none None New Front (W) 13 5 0 390 0 37 2 0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Mm. Eff Thermostat Status 1 Central Furnace 95% AFUE No Cooling 13 0 SEER Setback New 1 Central Fumace 95% AFUE No Cooling 13 0 SEER Setback New 1 Split Heat Pump 11 00 HSPF Split Heat Pump 20 0 SEER Setback We IV HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status (N)FAU2 Ducted Ducted Attic, Ceiling tns, vented 80 New (N)FAU1 Ducted Ducted Crawlspace 80 Neiv (N) Mini-Sptit Heaf Pump Ductless / with Fan Ductless n/a n/a We IV WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 2 Instant Gas 1 0 82 No Pipe Insulation Wew 1 Instant Gas 1 0 82 No Pipe Insulation Wew 1 Instant Gas 1 0 82 No Pipe Insulation New EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PineAvel Page 3 of 68 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project Name New Pine Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing-t- Addition/Alteration Date 12/12/2012 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified m this checklist These items require special written justification and documentation, and special verification to be used vi/ith the performance approach The enforcement agency determines the adequacy of the justitication, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted The HVAC System Carrier 58MVB060-14 does not include a cooling system, field venfication is not necessary The HVAC System Carrier 58MVB040-14 does not include a cooling system, field venfication is not necessary HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given EnergyPro 5 1 byEnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PineAvel Page 4 of 68 PERFORMANCE CERTIFICATE: Residential (Part 3 Of 5) CF-1R Project Name New Pine Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing-i- Addition/Alteration Date 12/12/201. ANNUAL ENERGY USE SUMMARY "•"•^^ (kBtu/ft^-yr) standard Proposed Margin "•"•^^ (kBtu/ft^-yr) Space Heating 9 19 9 37 -0 18 Space Cooling 8 41 9 05 •0 64 Fans 4 34 4 81 -0 47 Domestic Hot Water 7 68 5 89 1 79 Pumps 0 00 0 00 0 00 Totals 29 62 29 11 0 51 Percent Better Than Standard 17% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Onentation (SW) 225 deg Ext Walls/Roof Wall Area Area Number of Dwelling Units 1 00 (SW) 1.442 224 Fuel Available at Site Natural Gas (NW) 2,264 309 Raised Floor Area 950 (NE) 1,359 342 Slab on Grade Area 2,065 (SE) 1.117 174 Average Ceiling Height 99 Roof 2,787 6 Fenestration Average U-Factor 0 39 TOTAL 1,054 Average SHGC 0 37 Fenestration/CFA Ratio 21 2% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations The documentation author hereby certifies that the documentation is accurate and complete Documentation Author Company Kramer Engineering Services Address '^^'^^ Morena Blvd. Suite 1001 City/State/Zip ^an Diego. CA 92117 Name ^'^3""TI9 Cong Phone (S58) 274-9860 [ DtgJlally signed by Huanming l Cong ADN cn'nHuanmingCoiig o=Kr3mef Engmeertng ou ' engineering dort (=.US Dale ?Cn2!2l210 5B45-0aiKI 12/12/2012 Signed Data The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refngerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater Designer or Owner (per Business & Professions Code) Company Studio 4 Architecture Address ^909 Mesa Dnve Name '^3"' Longton City/State/Zip Oceanside, CA 92054 Phone (760) 722-4904 Signed License # Date EnergyPro 5 1 byEnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PineAvel Page 5 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pme Ave Residence Building Type 0 Single Family • Addition Alone • Muiti Family • Existing+ Addition/Alteration Date 12/12/201^ OPAQUE SURFACE DETAILS Surface U-Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Floor 161 0 048 R-19 0 780 We IV 4 4 2'A4 Second Floor - Main Hous Roof 196 0 035 R-30 0 0 Wew 4 2 2-A17 Second Floor - Main Hous Wall 107 0 102 R-13 225 90 Wew 4 3 1-A3 Second Floor - Main Hous Wall 74 0 102 R-13 135 90 New 4 3 1-A3 Second Floor - Main Hous Wall 67 0 102 R-13 45 90 New 4 3 1-A3 Second Floor - Mam Hous Floor 16 0 048 R-19 0 180 New 4 4 2-A4 Second Floor - Mam Hous Roof 47 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Wall 85 0 102 R-13 135 90 New 4 3 1-A3 Second Floor - Mam Hous Wall 61 0 102 R-13 45 90 New 4 3 1-A3 Second Floor - Mam Hous Roof 187 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Main Hous Wall 108 0 102 R-13 270 90 New 4 3 1-A3 Second Floor - Main Hous Roof 164 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Walt 107 0 102 R-13 225 90 New 4 3 1~A3 Second Floor - Mam Hous Walt 108 0 102 R-13 315 90 New 4 3 1-A3 Second Floor - Mam Hous Floor 14 0 048 R-19 0 180 New 4 4 2-A4 Second Floor - Mam Hous Roof 48 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC"^ Azm Status Glazing Type Location/Comments 1 Window 180 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vinyl Second Floor - Mam House 2 Window 64 0 0 390 NFRC 0 37 NFRC ^35 New Milgard Classic Low-E Vinyl Second Floor - Mam House 3 Window 8 0 0 390 NFRC 0 37 NFRC 135 New Milgard Classic Low-E Vmyl Second Floor - Mam House 4 Window 42 0 0 390 NFRC 0 37 NFRC 270 New Milgard Classic Low-E Vinyl Second Floor - Main House 5 Window 36 0 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vinyl Second Floor - Mam House 6 Window 42 0 0 390 NFRC 0 37 NFRC 315 New Milgard Classic Low-E Vinyl Second Floor - Main House 7 Window 10 5 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vinyl Second Floor - Mam House 8 Skylight 1 1 0 350 NFRC 0 34 NFRC 0 New Solatube 290DS (14") Second Floor - Mam House 9 Window 48 0 0 390 NFRC 0 37 NFRC 135 New Milgard Classic Low-E Vmyl Second Floor - Mam House 10 Window 90 0 390 NFRC 0 37 NFRC 315 New Milgard Classic Low-E Vmyl Second Floor - Main House 11 Window 90 0 390 NFRC 0 37 NFRC 270 New Milgard Classic Low-E Vmyl Second Floor - Main House 12 Window 180 0 390 NFRC 0 37 NFRC 3^5 New Milgard Classic Low-E Vinyl Second Floor - Mam House 13 Skylight 1 1 0 350 NFRC 0 34 NFRC 0 New Solatube 290DS (14") Second Floor - Mam House 14 Skylight 1 1 0 350 NFRC 0 34 NFRC 0 New Solatube 290DS (14") Second Floor - Mam House 15 Window 90 0 390 NFRC 0 37 NFRC 315 New Milgard Classic Low-E Vmyl Second Floor - Main House 16 Window 90 0 390 NFRC 0 37 NFRC 315 New Milgard Classic Low-E Vmyl Second Floor - Main House (1) U-Factor Type (2) SHGC Type 116-A = Default 116-6 = Default Table from Standards, Table from Standards, NFRC-Labeled Value NFRC = Labeled Value EXTERIOR SHADING DETAILS V\/indow Overhanq Left Fin Right Fin ID Exterior Shade Type SHGC Hqt Wd Len Hqt LExt RExt Dist Len Hgt Dist Len Hgt 1 Bug Screen 0 76 2 Bug Screen 0 76 3 Bug Screen 0 76 4 Bug Screen 0 76 5 Bug Screen 0 76 6 Bug Screen 0 76 7 Bug Screen 0 76 8 None 1 00 9 Bug Screen 0 76 10 Bug Screen 0 76 11 Bug Screen 0 76 12 Bug Screen 0 76 13 None 1 00 14 None 1 00 15 Bug Screen 0 76 16 Bug Screen 0 76 EnerqyPro 5 1 by EnerqySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PineAvel Page 6 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pme Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 12/12/2012\ OPAQUE SURFACE DETAILS Surface u-Insulation Joint Appendix Type Area Factor Cavity Extenor Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 50 0 702 R-13 225 90 Wew 4 3 1-A3 Second Floor - Mam Hous Floor 7 0 048 R-19 0 780 New 4 4 2-A4 Second Floor - Mam Hous Roof 278 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Watt 31 0 102 R-13 225 90 New 4 3 1-A3 Second Floor - Mam Hous Door 48 0 500 None 225 90 New 4 5 1-A4 Second Floor - Mam Hous Wall 123 0 102 R-13 135 90 New 4 3 1-A3 Second Floor - Mam Hous Walt 62 0 102 R-13 90 90 New 4 3 1-A3 Second Floor - Mam Hous Roof 69 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Walt 63 0 102 R-13 315 90 New 4 3 1-A3 Second Floor - Mam Hous Roof 41 0 035 R-30 0 0 New 4 2 2-A77 Second Floor - Mam Hous Wall 50 0 102 R-13 270 90 New 4 3 1-A3 Second Floor - Mam Hous Roof 84 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Wall 77 0 102 R-13 315 90 New 4 3 1'A3 Second Floor - Mam Hous Floor 19 0 048 R-19 0 790 New 4 4 2-A4 Second Floor - Mam Hous Roof 539 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Wall 160 0 102 R-13 315 90 New 4 3 1-A3 Second Floor - Mam Hous FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC' Azm Status Glazing Type Location/Comments 77 Window 48 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vinyl Second Floor - Main Nousfe 78 Wmdow 72 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl Second Floor - Mam House 79 Window 18 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl Second Floor - Mam House 20 Window 48 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl Second Floor - Mam House 27 Window 10 0 0 390 NFRC 0 37 NFRC 735 New Milgard Classic Low-E Vinyl Second Floor - Mam House 22 Window 100 0 390 NFRC 0 37 NFRC 735 New Milgard Classic Low-E Vinyl Second Floor - Mam House 23 Window 100 0 390 NFRC 0 37 NFRC 735 New Milgard Classic Low-E Vmyl Second Floor - Mam House 24 Window 100 0 390 NFRC 0 37 NFRC 735 New Milgard Classic Low-E Vinyl Second Floor - Mam House 25 Window 16 0 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vinyl Second Floor - Mam House 26 Window 24 0 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vmyl Second Floor - Mam House 27 Window 80 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vmyl Second Floor - Mam House 28 Skylight 1 1 0 350 NFRC 0 34 NFRC 0 New Solatube 290DS (14") Second Floor - Mam House 29 Skylight 1 1 0 350 NFRC 0 34 NFRC 0 New Solatube 290DS (14") Second Floor - Mam House 30 Window 13 5 0 390 NFRC 0 37 NFRC 270 New Milgard Classic Low-E Vmyl Second Floor - Mam House 31 Window 20 4 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vinyl Roof Level 32 Window 36 0 0 390 NFRC 0 37 NFRC 315 New Milgard Classic Low-E Vinyl First Floor - Mam House (1) U-Factor Type (3) SHGC Type 116-A = Default 116-B = Default Table from Standards, Table from Standards, NFRC = Labeled Value NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Extenor Shade Type SHGC Window Overhanq Left Fin Riqht Fin ID Extenor Shade Type SHGC Hqt Wd Len Hgt LExt RExt Dist Len Hqt Dist Len Hgt 17 Bug Screen 0 76 18 Bug Screen 0 76 19 Bug Screen 0 76 20 Bug Screen 0 76 21 Bug Screen 0 76 22 Bug Screen 0 76 23 Bug Screen 0 76 24 Bug Screen 0 76 25 Bug Screen 0 76 26 Bug Screen 0 76 27 Bug Screen 0 76 28 None 7 00 29 None 7 00 30 Bug Screen 0 76 45 30 20 0 1 20 20 31 Bug Screen 0 76 32 Bug Screen 0 76 EnerqyPro 5 1 bv EnerqySoft UserNumber 5196 RunCode 2012-12-12T10 42 25 ID PineAvel Paqe7of68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pine Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 12/12/201Z OPAQUE SURFACE DETAILS Surface U-Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt status 4 Location/Comments Wall 270 0 702 R-13 45 90 Wew 4 3 1-A3 Second Floor - Mam Hous Watt 95 0 702 R-13 45 90 New 4 3 1-A3 Second Floor - Mam Hous Wall 33 0 702 R-13 375 90 New 4 3 1-A3 Second Floor - Mam Hous Walt 33 0 702 R-13 735 90 New 4 3 1-A3 Second Floor - Mam Hous Floor 496 0 048 R-19 0 780 New 4 4 2-A4 Second Floor - Mam Hous Roof 496 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Walt 172 0 102 R-13 45 90 New 4 3 1-A3 Second Floor - Mam Hous Wall 230 0 102 R-13 735 90 New 4 3 1-A3 Second Floor - Mam Hous Floor 220 0 048 R-19 0 780 New 4 4 2-A4 Second Floor - Mam Hous Roof 220 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Wall 102 0 102 R-13 735 90 New 4 3 1-A3 Second Floor - Mam Hous Wall 190 0 102 R-13 225 90 New 4 3 1-A3 Second Floor - Mam Hous Floor 17 0 048 R-19 0 780 New 4 4 2-A4 Second Floor - Mam Hous Roof 278 0 035 R-30 0 0 New 4 2 2-A17 Second Floor - Mam Hous Wall 114 0 102 R-13 225 90 New 4 3 1-A3 Second Floor - Mam Hous Wall 96 0 102 R-13 270 90 New 4 3 1-A3 Second Floor - Mam Hous FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC^ Azm Status Glazing Type Location/Comments 33 Window 36 0 0 390 NFRC 0 37 NFRC 375 New Milgard Classic Low-E Vmyl First Floor - Main House 34 Window 48 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl First Floor - Main House 35 Window 64 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl First Floor - Mam House 36 Wmdow 24 0 0 390 NFRC 0 37 NFRC 45 New Milgard Classic Low-E Vmyl First Floor - Mam House 37 W/ndow 42 0 0 390 NFRC 0 37 NFRC 375 New Milgard Classic Low-E Vmyl First Floor - Mam House 38 Window 10 5 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vmyl First Floor - Second Unit 39 Window 36 0 0 390 NFRC 0 37 NFRC 225 New Milgard Classic Low-E Vmyl First Floor - Second Unit 40 Wmdow 42 0 0 390 NFRC 0 37 NFRC 375 New Milgard Classic Low-E Vmyl First Floor - Second Unit 41 Window 42 0 0 390 NFRC 0 37 NFRC 375 New Milgard Classic Low-E Vmyl First Floor - Second Unit 42 Window 24 0 0 390 NFRC 0 37 NFRC 375 New Milgard Classic Low-E Vmyl First Floor - Second Unit 43 Window 73 5 0 390 NFRC 0 37 NFRC 735 New Milgard Classic Low-E Vmyl First Floor - Second Unit {^) U-Factor Type (2) SHGC Type 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Defauli Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Extenor Shade Type SHGC Window Hgt Wd Len Hgt LExt RExt Overhang Left Fin Dist Len Hgt Dist Right Fin Len Hgt 33 Bug Screen 0 76 34 Bug Screen 0 76 35 Bug Screen 0 76 36 Bug Screen 0 76 37 Bug Screen 0 76 38 Bug Screen 0 76 39 Bug Screen 0 76 40 Bug Screen 0 76 41 Bug Screen 0 76 42 Bug Screen 0 76 43 Bug Screen 0 76 EnerqyPro 5 1 byEnergySoft UserNumber 5196 RunCode 2012-12-12T10 42 25 ID PineAvel Page 8 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pme Ave Residence Building Type 0 Single Family • Multi Family • Addition Alone • Existing+ Addition/Alteration Date 12/12/201Z OPAQUE SURFACE DETAILS Surface U-Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 35 0 702 R-73 375 90 New 4 3 1-A3 Second Floor - Mam Hous Roof 735 0 031 R-30 0 0 New 4 2 1-A20 Roof Level Wall 114 0 102 R-13 375 90 New 4 3 1-A3 Roof Level Door 24 0 500 None 375 90 New 4 5 1-A4 Roof Level Wall 138 0 102 R-13 735 90 New 4 3 1-A3 Roof Level Wall 80 0 102 R-13 225 90 New 4 3 1-A3 Roof Level Walt 59 0 102 R-13 45 90 New 4 3 1-A3 Roof Level Wall 143 0 102 R-13 375 90 New 4 3 1-A3 First Floor - Mam House Wall 194 0 102 R-13 45 90 New 4 3 1-A3 First Floor - Mam House Wall 329 0 102 R-13 0 90 New 4 3 1-A3 First Floor - Mam House Wall 42 0 102 R-73 0 90 New 4 3 1-A3 First Floor - Mam House Wall 42 0 102 R-13 0 90 New 4 3 1-A3 First Floor - Mam House Wall 80 0 102 R-13 270 90 New 4 3 1-A3 First Floor - Mam House Stab 909 0 730 None 0 780 New 4 4 7-A1 First Floor - Mam House Slab 109 0 730 None 0 780 New 4 4 7-A1 First Floor - Mam House Wall 111 0 102 R-13 375 90 New 4 3 1-A3 First Floor - Mam House FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC Azm Status Glazinq Type Location/Comments (1) U-Factor Type (2) SHGC Type 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hgt Wd Len Overhang Hgt LExt RExt Left Fin Dist Len Hgt Dist Right Fin Len Hgt EnergyPro 5 1 byEnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Page 9 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pme Ave Residence Building Type 0 Single Family • Multi Family • Addition Alone • Existing-)- Addition/Alteration Date 12/12/201Z OPAQUE SURFACE DETAILS Surface U-Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt status 4 Location/Comments Slab 798 0 730 None 0 780 New 4 4 7-A7 F/rs( Floor - Mam House Wall 33 0 702 R-13 375 90 New 4 3 1-A3 First Floor - Mam House Wall 9 0 702 R-13 735 90 New 4 3 1-A3 First Floor - Mam House Door 24 0 500 None 735 90 New 4 5 1-A4 First Floor - Mam House Wall 95 0 702 R-13 45 90 New 4 3 1-A3 First Floor - Main House Wall 733 0 702 R-13 0 90 New 4 3 1-A3 First Floor - Main House Slab 729 0 730 None 0 780 New 4 4 7-A1 First Floor - Mam House Slab 80 0 730 None 0 780 New 4 4 7-A1 First Floor - Mam House Wall 57 0 702 R-13 225 90 New 4 3 1-A3 First Floor - Second Unit Wall 68 0 702 R-13 0 90 New 4 3 1-A3 First Floor - Second Unit Slab 57 0 730 None 0 780 New 4 4 7-A1 First Floor - Second Unit Wall 89 0 702 R-13 225 90 New 4 3 1-A3 First Floor - Second Unit Wall 729 0 702 R-13 375 90 New 4 3 1-A3 First Floor - Second Unit Slab 776 0 730 None 0 780 New 4 4 7-A1 First Floor - Second Unit Wall 778 0 702 R-13 0 90 New 4 3 1-A3 First Floor - Second Unit Door 24 0 500 None 0 90 New 4 5 1-A4 First Floor - Second Unit FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC Azm Status Glazing Type Location/Comments (1) U-Factor Type (2) SHGC Type 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Extenor Shade Type SHGC Window Hgt Wd Len Hgt LExt RExt Overhang Left Fin Dist Len Hgt Dist Right Fin Len HQl EnerqyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Page 10 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 4 Of 5) CF-1R Project Name New Pine Ave Residence Building Type 0 Single Family • Addition Alone • Multi Family • Existing+ Addition/Alteration Date 12/12/201Z OPAQUE SURFACE DETAILS Surface Type Area U- F actor Insulation Azm Tilt status Joint Appendix 4 Location/Comments Surface Type Area U- F actor Cavity Exterior Frame Interior Frame Azm Tilt status Joint Appendix 4 Location/Comments Wall 68 0 702 R-73 0 90 Wew 4 3 7-A3 First Floor - Second Unit Wall 99 0 702 R-73 375 90 Wew 4 3 1-A3 First Floor - Second Unit Wall 48 0 702 R-73 735 90 New 4 3 1-A3 First Floor - Second Unit Wall 79 0 702 R-73 270 90 New 4 3 1-A3 First Floor - Second Unit Wall 78 0 702 R-73 735 90 New 4 3 1-A3 First Floor - Second Unit Slab 473 0 730 None 0 780 New 4 4 7-A1 First Floor - Second Unit FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC' Azm Status Glazing Type Location/Comments (1) U-Factor Type (2) SHGC Type 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hgt Wd Len Overhang Hgt LExt RExt Left Fin Dist Len Hgt Dist Right Fin Len Hgt EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Paqe 11 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name New Pine Ave Residence Building Type li3 Single Family • Addition Alone • Mulli Family • Existing-i- Addition/Alteration Date 12/12/2012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (fli Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built (N) FAU 2 Bedroom 4 796 7,960 Bathroom 4 47 468 Bedroom 2 787 7,868 Bedroom 3 764 7,643 Bathroom 3 48 477 Hallway/Entry 280 2,795 Laundry Room 69 687 Powder Room 47 409 Office 84 838 Great Room 547 5,410 Stairwell 727 1,274 Master Bedroom 496 4,955 Master Bathroom 220 2,203 Kitchen 287 2,805 Stairwell 735 1.083 Totals 4,980 0 0 0 HVAC SYSTEMS System Name Qty Heating Type Mm Eff Cooling Type Min Eff Thermostat Type Status (N) FAU 2 7 Central Fumace 95% AFUE No Cooling 73 0 SEER Setback Wew (N) FAU 1 1 Central Furnace 95% AFUE No Coolmg 73 0 SEER Setback Wew (N) Mmi-Split Heat Pump 1 Split Heat Pump 11 00 HSPF Split Heat Pump 20 0 SEER Setback Wew HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested'? Status fN; FAU 2 Ducted Ducted Attic. Ceiling Ins, vented 80 • New (N) FAU 1 Ducted Ducted Crawlspace 80 • New fN) Mini-Spljf Heal Pump Ductless / with Fan Ductless n/a n/a • New • • WATER HEATING SYSTEMS System Name Qty Type Distribution Rated Input (Btuh) Tank Cap (Ral) Energy Factor or RE standby Loss or Pilot Ext Tank Insul R- Value status Noritz NR98 2 Instant Gas No Pipe Insulation 799,900 7 0 82 n/a n/a Wew Wonfz NR9S 7 Instant Gas No Pipe Insulation 799,900 7 0 82 n/a n/a Wew Nontz NR98 7 Instant Gas No Pipe Insulation 799,900 1 0 82 n/a n/a New MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Qty HP Hot Water Piping Length Plenum Outside Buned TJ =1 -o w < -E System Name Pipe Length Pipe Diameter Insul Thick • • • • • EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 12 of 68 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name New Pme Ave Residence Building Type Q Single Family • Addition Alone 1 Date • Multi Family • Existing+ Addition/Alteration \l2/12/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (ft^) Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built (N) FAU 1 Rec Room/Bar 909 9,092 Bathroom X2 709 7,092 Guest Bedroom 798 1,978 StamTvell 729 7,287 Closet 8C 640 (N) Mini-Split Heat Pump Bathroom 57 572 Bedroom 776 7,757 Living/Halt/Kitchen 473 4,737 Totals 4,98C 0 0 0 HVAC SYSTEMS System Name Qty Heating Type Mm Eff Cooling Type Mm Eff Thermostat Type status HVAC DISTRIBUTION System Name Heating Coolinq Duct Location Duct R-Value Ducts Tested*? Status • • • • • WATER HEATING SYSTEMS System Name Qty Type Distribution Rated Input (Btuh) Tank Cap (gal) Energy Factor or RE standby Loss or Pilot Ext Tank Insul R- Value Status MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft) Add Vz" Insulation System Name Pipe Length Pipe Diameter Insul Thick Control Qty HP Plenum Outside Buned Add Vz" Insulation System Name Pipe Length Pipe Diameter Insul Thick • • • • • EnerqyPro 5 1 by EnerqySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Page13af6B MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Proiect Name Date New Pme Ave Residence 12/12/2012 NOTE Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an astensk (*) below This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary Submit all applicable sections of the MF-1 R Form with plans Building Envelope Measures §116(a)1 Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage §116(a)4 Fenestration products (except field-fabncated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a) „___ §117 Exterior doors and windows are weather-stnpped, all joints and penetrations are caulked and sealed §118(a) Insulation specified or installed meets Standards for Insulating Matenai Indicate type and include on CF-6R Form §118(i) The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1 R Form *§15Q(a) Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor §150(b) Loose fill insulation shall conform with manufacturer's installed design labeled R-Value ''§150(c} Minimum R-13 insulation in wood-frame wall or equivalent U-factor ''§15G(d) Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor §150(t) Air retarding wrap is tested, labeled, and installed according to ASTM El 677-95(2000) when specified on the CF-1 R Form §15Q(g) Mandatory Vapor barrier installed in Climate Zones 14 or 16 §150(1) Water absorption rate for slab edge insulation matenai alone without facings is no greater than 0 3%, water vapor permeance rate is no greater than 2 0 perm/inch and shall be protected from physical damage and UV light defeneration Fireplaces, Decorative Gas Appliances and Gas Log Measures §150(e)1 A Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox §150(e)1 B Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device §150(e)2 Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited Space Conditioning, Water Heating and Plumbing System Measures §110-§113 HVAC equipment, water healers, showerheads, faucets and all other regulated appliances are certified bythe Energy Commission §113(c)5 Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5 §115 Continuously burning pilot lights are prohibited for natural gas fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters §15Q(h) Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA §150(i) Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c) §150())1A Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater §150(1)1 B Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank §150(j)2 First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B §150(])2 Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A §150(j)2 Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A §150(])3A Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind §150(j)3A Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirety in conditioned space §150(j)4 Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 14 of 68 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R Project Name New Pme Ave Residence Date 12/12/2012 §150(m)1 All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5, supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4 2 or enclosed entirely in conditioned space Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723 If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1 Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air Building cavities and support platforms may contain ducts Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts §150(m)2D Joints and seams of duct systems and their components shall not be seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands §150(m)7 Exhaust fan systems have back draft or automatic dampers §150(m)8 Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers §150(m)9 Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material §150(m)10 Flexible ducts cannot have porous inner cores §150(o) All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62 2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings Window operation is not a permissible method of providing the Whole Building Ventilation required in Secfion 4 of that Standard Pool and Spa Heating Systems and Equipment Measures §114(a) Any pool or spa heating system shall be certified to have a thermal efficiency that complies with the Appliance Efficiency Regulations, an on-off switch mounted outside of the heater, a permanent weatherproof plate or card with operatmg instructions, and shall not use electric resistance heatmg or a pilot light §114(b)1 Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heatinq ^ §114(b)2 Outdoor pools or spas that have a heat pump or gas heater shall have a cover §114(b)3 Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set-or programmed to run only during off-peak electnc demand periods §150(p) Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p) Residential Lighting Measures §150(k)1 High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 15Q-C and is not a low efficacy luminaire as specified by §150(k)2 §150(k)3 The wattage of permanently installed luminaires shall be determined as specified by §130(d) §150(k)4 Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz §150(k)5 Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder, OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket §150(k)6 Lighting integral lo exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k) §15Q(k)7 All switching devices and controls shall meet the requirements of §150(k)7 §150(k)8 A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy EXCEPTION Up to 50 watts for dwelling units less than or equal to 2,500 ft? or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when all low efficacy luminaires m the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system, and all permanently installed Iuminanes in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor §150(k)9 Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 15 of 68 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R Project Name New Pine Ave Residence Date 12/12/2012 §150(k)10 Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy EXCEPTION 1 Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119 EXCEPTION 2 Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor §150(k)11 Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires EXCEPTION 1 Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with the applicable requirements of §119 EXCEPTION 2 Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11 §150(k)12 Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact flC) by Underwriters Laboratones or other nationally recognized testing/rating laboratory, and have a label that certifies the lumiunaire is airtight with air leakage less then 2 0 CFM at 75 Pascals when tested in accordance with ASTM E283, and be sealed with a gasket or caulk between the luminaire housing and ceihng §150(k)13 Luminaires providing outdoor lighting, mcludmg lighting lor private patios in low-nse residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy EXCEPTION 1 Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one ofthe following controls a photocontrol not having an override or bypass switch that disables the photocontrol, OR an astronomical time clock not having an overnde or bypass switch that disables the astronomical time clock, OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2 Outdoor luminaires used to comply with Exceptioni to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours EXCEPTION 3 Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires §150(k)14 Infernally illuminated address signs shall comply with Section 148, OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d) §150(k)15 Lighting for parking lots and carports with a tota! of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147 Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134. and 146 §150(k)16 Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires EXCEPTION Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119 EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 76 of 68 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 System Name (N) FAU 2 Floor Area 2,915 ENGINEERING CHECKS SYSTEM LOAD Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 56,000 56,000 192 Coolmg System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) 00 00 00 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM 1,468 76 Sensible 30,861 753 618 753 Latent 2,470 COILHTG PEAK CFM 895 854 76 32,986 3,324 Sensible 32,703 1,049 0 2,745 0 1,049 37,546 Air System CFM per System 1,400 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,400 Garner 58MVB060-14 Airflow (cfm/sqft) 0 48 Al rf low (cfm/Ton) 00 Outside Air (%) 55% Outside Air (cfm/sqft) 0 03 Note values above given at ARI conditions Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 56,000 56,000 Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 76 cfm 67 °F 65 °F 65 °F • 103 "F Supply Fan Heating Coil 1,400 cfm 102 "F ROOM 68 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83 / 68 "F 76 / 62 "F 76/62°F 55/54°F Outside Air 76 cfm 75 / 62 °F < Supply Fan 1,400 cfm 1 Cooling Coil 55 / 54 °F 47 4 % ROOM 75 / 62 °F EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 17 of 68 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 System Name (N) FAU 1 Floor Area 1,425 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COILHTG PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 37,000 Total Room Loads 542 11,518 1,621 258 14,735 Total Output (Btuh) 37,000 Return Vented Lighting 0 Output (Btuh/sqft) 26 0 Return Air Ducts 200 470 Cooling System Return Fan 0 0 Output per System 0 Ventilation 52 428 522 52 1,853 Total Output (Btuh) 0 Supply Fan 0 0 Total Output (Tons) 00 Supply Air Ducts 200 470 Total Output (Btuh/sqft) 00 Supply Air Ducts Total Output (sqft/Ton) 00 TOTAL SYSTEM LOAD 12,347 2,143 17,527 Air System CFM per System 600 HVAC EQUIPMENT SELECTION Airflow (cfm) 600 Carrier 58MVB040-14 0 0 37,000 Airflow (cfm/sqft) 0 42 Airflow (cfm/Ton) 00 Outside Air (%) 86% Total Adjusted System Output 0 0 37,000 Outside Air (cfm/sqft) 0 04 (Adjusted for Peak Design conditions) Note values above qiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 52 cfm 67 "F 64 °F Supply Fan Heating Coil 600 cfm 121 °F ROOM 68 op COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Coolmg Peak) 83 / 68 "F 76 / 63 "F 76 / 63 "F 55 / 54 "F Outside Air 52 cfm 75/62 °F < =• Supply Fan 600 cfm Cooling Coil 55 / 54 "F 48 5 % ROOM 75 / 62 °f EnergyPro 5 7 byEnergySoft UserNumber 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Page 18 of 68 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 System Name (N) Mini-Split Heat Pump Floor Area 640 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COILHTG PEAK Heatmg System CFM Sensible Latent CFM Sensible Output per System 13,300 Total Room Loads 270 7 885 808 359 8.768 Total Output (Btuh) 13,300 Return Vented Lighting 0 Output (Btuh/sqft) 20 8 Return Air Ducts 0 0 Cooling System Return Fan 0 0 Output per System 11,200 Ventilation 44 383 926 44 1.629 Total Output (Btuh) 11,200 Supply Fan 0 0 Total Output (Tons) 09 Supply Air Ducts 0 0 Total Output (Btuh/sqft) 175 Total Output (sqft/Ton) 685 7 TOTAL SYSTEM LOAD 8,268 1,734 10,398 Air System CFM per System 350 HVAC EQUIPMENT SELECTION Airflow (cfm) 350 LG LA120HSV 10,600 0 10,174 Airflow (cfm/sqft) 0 55 Airflow (cfm/Ton) 375 0 Outside Air (%) 12 7 % Total Adjusted System Output 10,600 0 10,174 Outside Air (cfm/sqft) 0 07 (Adjusted for Peak Design conditions) Note values above qiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 44 cfm 68 °F Supply Fan Heating Coil 350 cfm 91 °F 68 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83 / 68 "F Outside Air 44 cfm 75 / 59 °F •4 =m 76/60°F 76/60°F 48/47°F > Supply Fan 350 cfm Cooling Coil 36 6 % 48 / 47 °F 75 / 59 °F EnergyPro 5 7 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 19 of 68 ROOM LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 System Name (N) FAU 2 Floor Area 2,915 ROOM LOAD SUMMARY ROOM COOLING PEAK COILCOOUNG PEAK COILHTG PEAK Zone Name Room Name Mult CFM Sensible Latent CFM Sensible Latent CFM Sensible Second Floor - Mam House Bedroom 4 7 745 3,040 285 745 3,040 285 87 2,959 Bathroom 4 7 24 573 20 24 513 20 22 877 Bedroom 2 7 709 2,300 287 709 2,300 281 45 7,648 Bedroom 3 7 736 2,857 272 736 2,851 272 66 2,470 Bathroom 3 7 20 437 27 20 431 21 74 518 Hallway/Entry 7 119 2,500 722 779 2,500 122 90 3,295 Laundry Room 7 22 461 30 22 461 30 76 599 Powder Room 7 23 494 78 23 494 18 72 448 Office 1 36 748 37 36 748 37 23 828 Great Room 1 253 5,312 236 253 5.312 236 143 5,240 Stain/i/ell 1 74 291 56 74 291 56 25 896 Master Bedroom 1 277 4,444 476 277 4,444 416 147 5,375 Master Bathroom 1 774 2,387 96 114 2,387 96 82 2,986 Kitchen 1 768 3,527 522 168 3,527 522 59 2,152 Roof Level Stairwell 1 74 1,663 59 74 7,563 59 69 2,533 PAGE TOTAL TOTAL * 1,468 30,867 2,470 895 32,703 PAGE TOTAL TOTAL * 1,468 30 867 2,470 895 32,703 ' Total includes venlilation load for zonal systems EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 20 of 68 ROOM LOAD SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 System Name (N) FAU 1 Floor Area ^,425 ROOM LOAD SUMMARY ROOM COOLING PEAK COILCOOUNG PEAK COILHTG PEAK Zone Name Room Name Mult CFM Sensible Latent CFM Sensible Latent CFM Sensible First Floor - Mam House Rec Room/Bar 7 320 6,790 396 320 6,790 396 782 10,366 Bathmom X2 7 2 43 48 2 43 48 5 288 Guest Bedroom 7 74 7,587 286 74 7,587 286 32 7,872 Stairwell 7 26 553 56 26 553 56 36 2,058 Closet 7 720 2,551 835 720 2,551 835 4 277 PAGE TOTAL TOTAL• 542 11,518 7,627 258 14.735 PAGE TOTAL TOTAL• 542 11,518 7 627 258 14.735 ' Total includes ventilation load for zonal systems EnerqyPro 5 1 by EnerqySoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 21 of 68 ROOM LOAD SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 System Name (N) Mini-Spltt Heat Pump Floor Area 640 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COILHTG PEAK Zone Name Room Name Mult CFM Sensible Latent CFM Sensible Latent CFM Sensible First Floor - Second Unit Bathroom 1 14 408 77 74 408 77 42 1,020 Bedroom 1 89 2,598 257 89 2,598 257 775 2,798 Livmg/Halt/Kitchen 1 767 4,880 534 767 4,880 534 203 4,957 PAGE TOTAL TOTAL * 270 7.885 808 359 8,768 PAGE TOTAL TOTAL * 270 7 885 808 359 8,768 ' Total includes ventilation load for zonal systems EnerqyPro 5 1 by EnerqySoft User Number 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 22 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 4 196 0 ft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT-'F 767 3 X 0 0480 X 34 796 0 X 0 0350 X 34 — 247 3 X 0 7020 X 34 82 0 X 0 3900 X 34 X X - X X - X X - X X X X X X — X X - X X = X X X X = X X X X X X X X = X X — X X — X X = X X X X = X X - X X — X X — X X — X X = X X — X X X X = Conduction R-19 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an asterisk (*) denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 263 233 858 7,087 2,441 7 00 7 078 796 70 00 0 432 /60] X 34 577 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,959 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 23 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom 4 46 8ft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34''F Area U-Value AT°F 75 8 X 0 0480 X 34 46 8 X 0 0350 X 34 146 0 X 0 7020 X 34 = 80 X 0 3900 X 34 = X X — X X X X X X - X X - X X = X X X X X X X X X X - X X X X X X X X = X X X X = X X — X X = X X X X = X X = X X = X X — X X = X X = X X = Conduction R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an asterisk (*) denote conduction through an intenor surface lo another room Infiltration [ Btu/hr Page Total 26 56 506 706 694 7 00 7 078 47 10 00 0 432 /60] X 34 = 123 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 817 EnergyPro 5 7 /jy EnergySoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 24 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 2 186 8 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Conduction Area U-Value AT°F R-30 Roof Cathedral 786 8 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 0350 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 R-13 Wall 708 3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 7020 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 Milgard Classic Low-E Vmyl 42 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 3900 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an astensk (') denote conduction through an interior surface to another room Page Total Infiltration [ 1 00 x 7 078 x 187 x 70 00 X 0 432 /60] X 34 Btu/hr 222 376 557 1,155 493 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 1,648 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 25 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 3 164 3 ft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT°F 764 3 X 0 0350 X 34 — 275 3 X 0 7020 X 34 78 0 X 0 3900 X 34 X X = X X X X X X — X X X X X X = X X X X X X — X X = X X X X X X X X X X X X X X — X X X X X X X X — X X — X X X X = X X X X X X — Conduction R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an astensk (') denote conduction through an interior surface lo another room Infiltration [ Btu/hr Page Total 796 747 1,034 7,976 7 00 7 078 764 10 00 0 432 /60] X 34 = 434 Schedule Fractton Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,410 EnergyPro 5 1 by EnergySoft User Number 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 26 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom 3 47 7 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT°F 73 7 X 0 0480 X 34 47 7 X 0 0350 X 34 = 50 0 X 0 7020 X 34 705 X 0 3900 X 34 X X X X X X X X = X X X X X X X X = X X = X X = X X = X X X X X X X X X X = X X X X = X X = X X = X X = X X = X X X X = X X = X X = X X = Conduction R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an astensk (*) denote conduction through an mtenor surface to another room Infiltration [ Btu/hr Page Total 22 57 773 739 392 7 00 7 078 48 10 00 0 432 /60] X 34 = 126 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 518 EnergyPro 5 1 byEnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 27 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Hallway/Entry 279 5 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Conduction Area U-Value AT°F Btu/hr R-79 Floor No Crawlspace 72 X 0 0480 X 34 72 R-30 Roof Cathedral 278 4 X 0 0350 X 34 -337 Solatube 290DS (14") 7 7 X 0 3500 X 34 73 R-13 Wall 276 0 X 0 7020 X 34 — 749 Wood Door 49 0 X 0 5000 X 34 876 Milgard Classic Low-E Vmyl 48 0 X 0 3900 X 34 636 X X = X X X X = X X — X X = X X = X X = X X — X X — X X = X X — X X = X X - X X = X X — X X X X = X X X X — X X = X X X X X X = X X - X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 2,558 Infiltration [ 100 X Schedule Fraction 7 0781 X Air Sensible 280 X Area Ceiling Height 70 001 X I 0 432| / 60 ] X ACH 34 737 AT TOTAL HOURLY HEAT LOSS FOR ROOM 3,295 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 28 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Laundry Room 68 7ft= 68 °F Trme of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 "F Conduction Area U-Value AT°F R-30 Roof Cathedral 68 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 0350 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 R-13 Wall 62 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 7020 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 Milgard Classic Low-E Vinyl 9 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 3900 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X - X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X — X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X = Items shown with an astensk (*) denote conduction through an interior surface lo another room Page Total Infiltration [ 1 00 x 7 078 x 69 X 70 00 X 0 432 /60] X 34 Btu/hr 82 217 7 79 478 Schedule Fraction 787 Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 599 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 29 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Powder Room 40 9ft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT^F 40 9 X 0 0350 X 34 49 7 X 0 1020 X 34 — 90 X 0 3900 X 34 X X = X X = X X = X X = X X X X = X X X X — X X X X = X X — X X — X X X X = X X X X = X X X X X X = X X = X X — X X = X X X X = X X = X X — X X = X X = Conduction R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an asterisk (*) denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 49 772 779 340 7 00 7 078 47 70 00 0 432 /60] X 34 = 708 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 448 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 30 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Office 83 8 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT^F 83 8 X 0 0360 X 34 = 77 3 X 0 7020 X 34 = 78 0 X 0 3900 X 34 = X X = X X — X X = X X X X X X = X X = X X = X X X X — X X = X X X X X X X X = X X = X X — X X X X s X X X X - X X X X - X X — X X - X X X X X X = Conduction R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an astensk (*) denote conduction through an mtenor surface to another room Infiltration [ Btu/hr Page Total 700 268 239 606 7 00 7 078 84 70 00 0 432 /60] X 34 = 221 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 828 EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 31 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Great Room 541 Oft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 T Conduction Area U-Value AT°F Btu/hr R-79 Floor No Crawlspace 79 3 X 0 0480 X 34 37 R-30 Roof Cathedral 538 8 X 0 0350 X 34 647 Solatube 290DS (14") 22 X 0 3500 X 34 -26 R-13 Wall 370 2 X 0 1020 X 34 7,284 Milgard Classic Low-E Vmyl 138 0 X 0 3900 X 34 7,830 X X X X X X X X X X X X X X - X X X X X X - X X - X X X X X X — X X X X X X X X X X X X X X = X X X X z: X X — X X X X = Items shown with an astensk (') denote conduction through an intenor surface to another room Infiltration [ Page Total 3.873 7 00 1 078 541 10 00 0 432 /60] X 34 7,427 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 5,240 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 32 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Stairwell 127 4 ft' 68 "F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 "F Conduction Area R-13 Wall 161 3 U-Value 0 1020 Items shown with an astensk (') denote conduction through an intenor surface lo another room Infiltration [ 7 00 7 078 727 10 00 Schedule Fraction Air Sensible Area Ceiling Height 0 432 ACH AT"F Btu/hr 34 Page Total 559 559 /60] X 34 = 336 AT TOTAL HOURLY HEAT LOSS FOR ROOM 896 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 33 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Master Bedroom 495 5 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT^F 495 5 X 0 0480 X 34 495 5 X 0 0350 X 34 - 402 6 X 0 1020 X 34 96 0 X 0 3900 X 34 = X X = X X X X X X X X X X X X X X — X X X X = X X = X X = X X = X X = X X = X X = X X = X X X X X X = X X X X X X X X = X X X X X X Conduction R-19 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an asterisk (*j denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 809 590 1,396 1,273 4,067 7 00 7 078 496 70 00 0 432 /60] X 34 7,307 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 5,375 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 34 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Master Bathroom 220 3 ft' 68 "F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Area U-Value AT^F 220 3 X 0 0480 X 34 220 3 X 0 0350 X 34 — 292 5 X 0 7020 X 34 58 0 X 0 3900 X 34 = X X = X X = X X = X X X X - X X - X X - X X - X X - X X — X X - X X — X X X X = X X = X X — X X = X X = X X X X — X X = X X = X X = X X = X X = X X = X X = Conduction R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Milgard Classic Low-E Vmyl Items shown with an asterisk (') denote conduction through an intenor surface to another room Infiltration [ Btu/hr Page Total 360 262 7,014 769 2,405 7 00 7 078 220 10 00 0 432 /60] X 34 = 587 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,986 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 35 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Kitchen 280 5 ft^ 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Conduction Area U-Value ATV Btu/hr R-79 Floor No Crawlspace 76 6 X 0 0480 X 34 27 R-30 Roof Cathedral 278 3 X 0 0350 X 34 337 Solatube 290DS (14") 22 X 0 3500 X 34 26 R-13 Wall 244 5 X 0 1020 X 34 -848 Milgard Classic Low-E Vmyl 13 5 X 0 3900 X 34 -779 X X X X X X X X X X X X X X X X X X = X X X X = X X X X — X X = X X — X X X X X X X X X X X X = X X X X X X X X X X Items shown with an asterisk (*) denote conduction through an intenor surface to another room Infiltration [ Page Total 1,477 1 00 7 078 287 70 00 0 432 /60] X 34 740 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,752 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 36 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Stairwell 135 4 ft' 68 "F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Area U-Value AT^F 735 4 X 0 0370 X 34 - 390 6 X 0 1020 X 34 - 24 0 X 0 5000 X 34 - 20 4 X 0 3900 X 34 - X X - X X - X X - X X X X = X X X X X X - X X X X = X X - X X X X X X X X X X — X X X X — X X X X X X = X X X X = X X X X — X X X X — Conduction R-30 Roof Attic R-13 Wall Wood Door Milgard Classic Low-E Vmyl Items shown with an astensk (*) denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 143 1,355 408 271 2,776 7 00 7 078 135 8 00 0 540 /60] X 34 = 357 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,533 EnergyPro 5 1 byEnergySoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 37 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Rec Room/Bar 909 2 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 34 °F Conduction Area R-13 Wall Milgard Classic Low-E Vmyl Slab-On-Grade 830 7 208 0 penm = 93 8 U-Value AT^F X 0 1020 X 34 — X 0 3900 X 34 — X 0 7300 X 34 X X X X X X X X = X X X X X X — X X = X X = X X = X X = X X X X X X X X X X X X = X X = X X = X X = X X X X X X X X X X X X X X X X = Items shown Mth an astensk (*) denote conduction through an intenor surface to another room Infiltration [ Btu/hr Page Total 2,881 2,758 2,328 7,967 7 00 1 078 909 10 00 0 432 /60] X 34 = 2,399 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 70,366 EnergyPro 5 1 byEnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 38 of 66 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom X2 109 2 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Conduction Area U-Value Items shown with an asterisk {') denote conduction through an interior surface to another room Infiltration [ 1 00 Schedule Fraction 1 078 Air Sensible 109 Area 10 00 0 432 Ceiling Height ACH AT"F Btu/hr Page Total /60] X 34 AT 288 TOTAL HOURLY HEAT LOSS FOR ROOM 288 EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 39 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Guest Bedroom 197 8 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Conduction Area R-73 Wall Milgard Classic Low-E Vmyl Slab-On-Grade 111 1 42 0 penm =14 0 U-Value AT°F X 0 7020 X 34 — X 0 3900 X 34 X 0 7300 X 34 = X X - X X - X X X X X X — X X X X = X X X X - X X X X = X X - X X X X X X X X = X X — X X — X X X X - X X X X = X X - X X = X X = X X X X X X — Items shown with an asterisk (*) denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 385 557 347 7,290 7 00 7 078 798 70 00 0 432 /60] X 34 522 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 7.872 EnergyPro 5 1 by EnergySoft User Number 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 40 of 68 ROOM HEATING PEAK LOADS Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature StainA/ell 128 7 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Conduction Area R-73 Wall Wood Door Slab-On-Grade 270 4 24 0 penm =15 0 U-Value AT^'F X 0 7020 X 34 — X 0 5000 X 34 = X 0 7300 X 34 X X X X X X X X = X X X X X X = X X X X X X X X = X X X X X X X X = X X = X X = X X X X = X X = X X X X = X X X X — X X X X = X X X X = Items shown with an astensk (*) denote conduction through an intenor surface to another room Infiltration [ Btu/hr Page Total 93S 408 372 1 778 7 00 7 078 729 70 00 0 432 /60] X 34 = 340 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2,058 EnergyPro 5 1 fay EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 41 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Closet 80 0 ft' 68 "F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 op Conduction Area U-Value Items shown with an astensk (') denote conduction through an intenor surface to another room Infiltration [ 7 00 7 078 ao 8 00 Schedule Fraction Air Sensible Area Ceiling Height 0 540 ACH AT"F Btu/hr Page Total /60] X 34 277 AT TOTAL HOURLY HEAT LOSS FOR ROOM 277 EnergyPro 5 1 byEnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 42 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom 51 2 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Conduction Area R-73 Wall Milgard Classic Low-E Vinyl Slab-On-Grade 779 1 70 5 penm =14 8 U-Value AT°F X 0 7020 X 34 = X 0 3900 X 34 = X 0 7300 X 34 X X X X — X X - X X X X = X X X X = X X X X X X X X X X = X X = X X X X X X = X X X X = X X X X X X — X X = X X = X X — X X X X = X X X X = Items shown wilh an astensk (*) denote conduction through an mtenor surface lo another room Infiltration [ Btu/hr Page Total 473 739 367 920 7 00 1 078 51 10 00 0 321 /60] X 34 707 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 7,020 EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 43 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 72/72/2072 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 175 7 ft' 68 "F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 °F Conduction Area R-73 Wall Milgard Classic Low-E Vmyl Slab-On-Grade 217 2 78 0 penm = 26 8 U-Value AT°F X 0 7020 X 34 = X 0 3900 X 34 = X 0 7300 X 34 X X = X X X X X X = X X = X X = X X — X X — X X = X X - X X X X = X X — X X = X X = X X X X = X X X X X X X X X X - X X X X = X X X X = X X X X Items shown with an asterisk (') denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 753 7,034 665 2,453 7 00 7 078 176 70 00 0 327 /60] X 34 345 Schedule Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 2.798 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 44 of 68 ROOM HEATING PEAK LOADS Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Living/Hall/Kitchen 413 1 ft' 68 °F Time of Peak Outdoor Dry Bulb Temperature Jan 7 AM 34 ""F Area U-Value AT°F 430 6 X 0 7020 X 34 = 24 0 X 0 5000 X 34 = 79 5 X 0 3900 X 34 — penm = 47 7 X 0 7300 X 34 = X X = X X = X X = X X = X X X X X X — X X X X — X X — X X X X X X — X X = X X = X X = X X - X X = X X X X — X X = X X = X X = X X = X X = X X — X X = Conduction R-73 Wall Wood Door Milgard Classic Low-E Vmyl Slab-On-Grade Items shown with an asterisk (*) denote conduction through an interior surface to another room Infiltration [ Btu/hr Page Total 1,493 408 1,054 1,184 4,739 7 00 7 078 473 70 00 0 327 /60] X 34 871 Scheduie Fraction Air Sensible Area Ceiling Height ACH AT TOTAL HOURLY HEAT LOSS FOR ROOM 4.957 EnergyPnj 5 7 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 45 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 72/72/2072 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Bedroom 4 196 0 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 °F 68 "F 10 "F Opaque Surfaces Onentation Area U-Factor CLTD^ ' Btu/hr R-79 Floor No Crawlspace 767 3 X 0 0480 X 90 70 R-30 Roof Cathedral (N) 796 0 X 0 0350 X 42 0 288 R-13 Wall (SW) 706 7 X 0 7020 X 160 774 R-13 Wall ' rsE; 73 5 X 0 7020 X 760 720 R-13 Wall (NE) 671 , X 0 7020 X 74 0 96 1 X X X X X X X X Page Total 748 Items shown with an astensk (*) denote conduction through 1 Cooling Load Temperature Difference (CLTD) an interior surface lo another room Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window - 9 SGD-H (SW) (SE) 00 00 14 3 14 3 180 64 0 24 2 24 2 Page Total 436 7,549 7,985 Internal Gam Btu/hr Occupants Equipment 7 0 0 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 230 Infiltration 7 078 X 0 73 X 72 74 X 77 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 3,040 Latent Gam Btu/hr Occupants 7 0 Infiltration 4 834 0 73 Occupants X 200 Btuh/occ 200 72 14 0 00799 85 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 285 EneravPro 5 1 bv EnerovSoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 46 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Bathroom 4 46 8ft^ 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 "^F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace 758 X 0 0480 X 90 7 R-30 Roof Cathedral (N) 46 8 Ix 0 0350 X 42 0 -69 R-13 Wall 1 (SE) 84 6 ,x 0 1020 X 76 0 133 R-13 Wall (NE) 67 4 X 0 1020 X 74 0 = 88 X X = X X = X X — X X X X Page Total 301 Items shown with an astensk (*) denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Window-21 (SE) 00 14 3 80 24 2 Page Total 794 794 Internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 2 90 X 78 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 573 Latent Gam Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 2 90 X 000199 _ 20 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 20 EneravPro 5 1 bv EneravSoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paoe 47 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 2 186 8 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 "F 10 °F Opaque Surfaces Onentation Area U-Factor CLTD' Btu/hr R-30 Roof Cathedral R-13 Wall (N) (W) 186 8 708 3 0 0350 0 7020 42 0 78 0 Page Total 275 799 473 Items shown with an astensk (') denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Window - 12 (W) 00 14 3 42 0 36 3 Page Total 7,523 7,523 Internal Gam Btu/hr Occupants Equipment 7 0 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 230 Infiltration 7 078 X 0 73 X 7157 X 73 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,300 Latent Gam Btu/hr Occupants 7 0 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 200 77 57 0 00799 81 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 287 EneravPro 5 1 by EnerqySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 48 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bedroom 3 164 3 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD^ Btu/hr R-30 Roof Cathedral R.73 Wall R-13 Wall (N) (SW) (NW) 164 3 X 0 0350 X 42 0 -242 107 0 X 0 1020 X 760 775 108 3 , X 0 1020 X 752 1 768 X X , X X X X = X X = X X X X = Items shown with an asterisk (') denote conduction through 1 Cooling Load Temperature Difference (CLTD) an interior surface to another room Shaded Page Total Unshaded 584 Fenestration Orientation Area GLF Area GLF Btu/hr Window - 11 Window - 12 (SW) (NW) 00 00 14 3 14 3 36 0 42 0 24 2 26 2 Page Total 872 7,707 1,972 Internal Gam Btu/hr Occupants Equipment 1 0 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 230 Infiltration 7 078 X 0 73 X 70 77 X 64 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,857 Latent Gam Btu/hr Occupants 7 0 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 200 70 77 0 00799 72 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 272 EneravPro 5 1 by EnerqySoft User Number 5796 RonCode 2012-12-12710 42 25 ID PmeAvel Paae 49 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Bathroom 3 47 7 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 °F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace 73 7 X 0 0480 X 90 6 R-30 Roof Cathedral (N) 47 7 > X 0 0350 X 42 0 70 R-13 Wall (SW) 50 0 X 0 1020 X 760 -82 X X X X - X X - X X X X - X X Page Total 758 Items shown with an astensk (*) denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Wmdow -10 (SW) 00 14 3 105 24 2 Page Total 254 254 Internal Gain Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 1 078 X 0 73 X 2 95 X 79 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 437 Latent Gam Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 2 95 X 0 00199 _ 21 Air Sensible CFM ELA AW - TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 21 EnerqyPro 5 1 bv EneravSoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 50 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Hallway/Entry 279 5 ft^ 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Onentation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall Wood Door R-13 Wall R-13 Wall (N) (SW) (SW) (SE) (E) Items shown with an asterisk (') denote conduction through an intenor surface lo another room 1 Cooling Load Temperature Difference (CLTD) Shaded 72 X 0 0480 X 90 -3 278 4 X 0 0350 X 42 0 409 37 2 X 0 1020 X 760 57 48 0 > X 0 5000 X 76 0 384 122 5 X 0 7020 X 76 0 200 62 3 X 0 7020 X 78 0 774 X X X X X X = Page Total 7,762 Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Skylight SGD-G (N) (SE) 00 0 0 13 5 14 3 1 1 48 0 61 3 24 2 Page Total 67 7,762 1,229 Internal Gam Btu/hr Occupants Equipment 0 0 0 0 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 7737 X 709 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,500 Latent Gam Btu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 1731 000799 722 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 722 EnergyPro 5 1 bv EnerqySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 51 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Laundry Room 68 7 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Onentation Area U-Factor CLTD^ Btu/hr R-30 Roof Cathedral R-13 Wall (N) (NW) 68 7 62 5 0 0350 0 1020 42 0 15 2 Items shown wilh an astensk (') denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total 707 97 798 Fenestration Orientation Area GLF Window - 13 (NV/) 0 0 14 3 Unshaded Area GLF X Btu/hr 90 26 2 Page Total 236 236 Internal Gain Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 7 078 X Air Sensible 0 73 X 4 25 X 27 CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 461 Latent Gam Btu/hr Occupants 00 Infiltration 4,834 Air Sensible 0 73 Occupants X 200 Btuh/occ 4 25 X 0 00799 30 CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 30 EneravPro 5 1 byEnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 52 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Dale 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Powder Room 40 9 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Onentation Area U-Factor CLTD' Btu/hr R-30 Roof Cathedral R-13 Wall (N) (W) 40 9 49 7 0 0350 0 1020 42 0 18 0 Items shown with an astensk (*) denote conduction through an interior surface to another room 1 Cool/ng Load Temperature Difference (CLTD) Shaded Page Total 60 97 751 Fenestration Orientation Area GLF Window - 13 (W) 00 14 3 Unshaded Area GLF X Btu/hr 90 36 3 Page Total 326 326 Internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 1 078 X 0 73 X 2 53 X 76 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 494 Latent Gam Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 2 53 X 000199 _ 78 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 78 EneravPro 5 1 by EneravSoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paoe 53 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project f^ame New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Office 83 8 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-30 Roof Cathedral R-13 Wall (N) (NW) 83 8 77 3 0 0350 0 1020 42 0 15 2 Items shown with an astensk (*) denote conduction through an interior surface to another room 1 Coolmg Load Temperature Difference (CLTD) Shaded Page Total 123 720 243 Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Window - 14 (NW) 00 14 3 ISO 26 2 Page Total 472 472 Internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 5 79 X 33 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 748 Latent Gam Btu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 519 0 00799 37 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 37 EneravPro 5 1 byEnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 54 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Greaf Room 541 Oft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 "F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall R-13 Wall (N) (NW) (NE) 19 3 X 0 0480 X 90 -8 538 8 X 0 0350 X 42 0 792 160 2 X 0 1020 X 15 2 = 249 210 0 X 0 1020 X 14 0 = 300 X X X X = X X — X X X X = items shown with an asterisk (*) denote conduction through an interior surface lo another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total 1,349 Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Skylight Skylight Window - 13 Window - 13 Window - 4 Window -15 (N) (N) (NW) (NW) (NE) (NE) 00 X 73 5 + 7 1 X 61 3 67 00 X 73 5 + 7 1 X 61 3 = 67 00 X 74 3 + 90 X 26 2 = 236 00 X 74 3 + 90 X 26 2 = 236 00 X 74 3 + 48 0 X 26 2 — 1,258 00 X 74 3 + 72 0 X 26 2 1.887 X + X X + X X + X — Page Total 3,751 Internal Gam Btu/hr Occupants Equipment 0 0 0 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 33 50 X Air Sensible 272 CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 5,312 Latent Gain Btu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 33 50 0 00199 236 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 236 EnerqyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 55 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Stairwell 127 4 ft^ 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 1Q°F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-13 Wall R-13 Walt R-13 Wall (NE) (NW) (SE) Items shown with an astensk (*) denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded 95 3 X 0 7020 X 74 0 -736 33 0 X 0 1020 X 752 57 33 0 X 0 1020 X 76 0 -54 X X - , X X X X X X X X X X - Page Total 247 Fenestration Orientation Area GLF Unshaded Area GLF X X X X X X X X X Btu/hr Page Total Internal Gam Btu/hr Occupants Equipment 00 0 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 789 X 50 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 291 Latent Gam Btu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 7 89 0 00799 56 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 56 EnerqyPro 5 1 by EnerqySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 56 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pine Ave Residence Date 72/72/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Master Bedroom 495 5 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 70 "F Opaque Surfaces Onentation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Walt R-13 Wall (N) (NE) (SE) 495 5 X 0 0480 X 9 0 -214 495 5 X 0 0350 X 42 0 -728 772 3 X 0 7020 X 74 0 246 230 3 X 0 7020 X 760 376 X X - X X X X X X X X Items shown with an astensk (*) denote conduction through an interior surface to another room 1 Cooling Load Temperature Dilference (CLTD) Shaded Page Total Unshaded 1,564 Fenestration Onentation Area GLF Window - 18 Window - 19 Window - 20 Window - 20 Wmdow - 20 (NE) (NE) (SE) (SE) (SE) 0 0 X 74 3 + 00 X 74 3 + 00 X 74 3 + 00 X 74 3 + 00 X 74 3 + X + X + X + X + Area GLF 780 X 26 2 48 0 X 26 2 700 X 24 2 700 X 24 2 700 X 24 2 X X X X Btu/hr Page Total 472 1,258 242 242 242 2,456 Internal Gain Btu/hr Occupants Equipment 7 0 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 230 Infiltration 7 078 X 0 73 X 30 68 X 794 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 4,444 Latent Gam Btu/hr Occupants 1 0 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 200 30 68 0 00199 276 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 476 EneravPro 5 1 bv EnergySofl UserNumber 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Paae 57 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Master Bathroom 220 3 ft^ 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-19 Floor No Crawlspace R-30 Roof Cathedral R-13 Wall R-13 Wall (N) (SE) (SW) 220 3 X 0 0480 X 90 -95 220 3 X 0 0350 ,x 42 0 324 102 2 X 0 1020 X 76 0 767 190 3 X 0 7020 X 76 0 -377 , X X - X X X X X X X X = Items shown with an astensk (') denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total Unshaded 896 Fenestration Orientation Area GLF Window • 20 Wmdow - 7 French Door - D Wmdow - 8 (SE) (SW) (SW) (SW) 00 00 00 00 14 3 14 3 14 3 14 3 Area GLF 70 0 X 24 2 160 X 24 2 24 0 X 24 2 80 X 24 2 X X X X X Btu/hr Page Total 242 387 581 194 1,404 Internal Gain Btu/hr Occupants Equipment 0 0 0 0 Occupants Dwelling Unit 230 1.600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 73 64 X 86 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,387 Latent Gain Btu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 73 64 0 00199 96 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 96 EnergyPro 5 1 by EneravSoft User Number 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 58 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Kitchen 280 5 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Dally Range 83 °F 68 °F 10 "F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-79 Floor No Crawlspace R-30 Roof Cathedral R-13 Wail R-13 Wall R-13 Wall (N) (SW) (W) (NW) 16 6 X 278 3 X 113 7 X 95 6 X 35 2 X X X X X 0 0480 X 9 0 7 0 0350 X 42 0 = 409 0 7020 X 76 0 = 186 0 7020 X 18 0 -776 0 7020 X 15 2 = 55 X = X X = X — Page Total 832 Items shown with an asterisk (') denote conduction through 1 Cooling Load Temperature Difference (CLTD) an intenor surface to another room Shaded Unshaded Fenestration Orientation Area GLF Skylight Skylight Window - 22 (N) (N) (W) 00 00 4 5 13 5 13 5 14 3 Area GLF 7 7 X 67 3 7 7 X 67 3 90 X 36 3 X X X X X X Btu/hr Page Total 67 67 397 526 Internal Gam Btu/hr Occupants Equipment 20 7 0 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu 460 7,600 Infiltration 7 078 X 0 73 X 77 37 X 770 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 3,527 Latent Gain Btu/hr Occupants 20 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 400 77 37 0 00799 722 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 522 EneravPro 5 1 byEnergySoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Page 59 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Stairwell 135 4 ft' 75 "F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 70 °F Opaque Surfaces Onentation Area U-Factor, CLTD' Btu/hr R-30 Roof Attic R-13 Wall Wood Door R-13 Wall R-13 Walt R-13 Wall (N) (NW) (NW) (SE) (SW) (NE) Items shown with an astensk (*) denote conduction through 1 Coolmg Load Temperature Difference (CLTD) 735 4 X 0 0370 X 42 0 776 774 0 X 0 7020 X 75 2 777 24 0 X 0 6000 X 15 2 = 783 738 0 X 0 1020 X 760 225 79 5 X 0 1020 X 76 0 — 730 59 7 X 0 1020 X 74 0 — 84 X X — X X X X - Page Total 976 an interior surface to another room Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window - 16 (NE) 00 14 3 20 4 26 2 Page Total 535 535 Internal Gam Btu/hr Occupants Equipment 0 0 0 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 8 38 X 53 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 7,563 Latent Gatn Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 8 38 X 0 00799 59 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 59 EnergyPro 5 1 by EneravSoft UserNcimber 6196 RunCode 2012-12-12710 42 25 ID PmeAvel Paoe 60 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Rec Room/Bar 909 2 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 °F 68 °F 10 °F Opaque Surfaces Orientation R-73 Watt R-13 Wall R-13 Wall R-13 Wall (NW) (NE) (N) (W) Area 743 4 X 194 0 X 473 5 X 79 8 X X X X X X U-Factor CLTD' Btu/hr 0 7020 X 75 2 -223 0 7020 X 74 0 -277 0 7020 X 8 0 — 337 0 7020 X 78 0 -147 X X X X X - Page Total 984 Items shown with an astensk (') denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Wmdow - 3 Window - 3 Window - 4 SGD-H French Door - D (NW) (NW) (NE) (NE) (NE) 00 00 00 00 00 14 3 14 3 14 3 14 3 14 3 Area GLF 36 0 X 26 2 36 0 X 26 2 48 0 X 26 2 64 0 X 26 2 24 0 X 26 2 X X X X Btu/hr Page Total 943 943 7,258 1,677 629 5,450 Internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 1,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 56 30 X 356 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 6,790 Latent Gam Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 56 30 X 0 00199 _ 396 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 396 EnergyPro 5 1 by EnergySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paoe 61 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom X2 109 2 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 "F 68 °F 10 °F Opaque Surfaces Onentation Area U-Factor CLTD' Btu/hr Items shown with an asterisk (') denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total Fenestration Orientation Area GLF Unshaded Area GLF X Btu/hr Page Total Internal Gain Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 6 76 X 43 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 43 Latent Gam Btu/hr Occupants 00 Infiltration 4,834 X 0 73 Occupants X 200 Btuh/occ 6 76 X 0 00799 48 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 48 EnerqyPro 5 7 bv EneravSoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paqe 62 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Guest Bedroom 197 8 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces i Onentation Area U-Factor CLTD 1 I Btu/hr R-73 Wall (NW) 111 1 0 1020 15 2 Items shown with an aslensk (') denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total 773 773 Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Window - 1 (NW) 00 14 3 42 0 26 2 Page Total 7,101 7,707 Internal Gam Btu/hr Occupants Equipment 7 0 00 Occupants X Dwelling Unit X 230 7,600 Btuh/occ Btu 230 Infiltration 7 078 X 0 73 X 72 25 X 77 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 7,587 Latent Gain Btu/hr Occupants 7 0 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 200 72 25 0 00799 86 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 286 EfiergyPro 5 1 bv EnerovSofl UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 63 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Stairwell 128 7 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 "F 68 °F 10 °F Opaque Surfaces Orientation R-73 Wall R-13 Wall Wood Door R-13 Wall R-13 Wall (NW) (SE) (SE) (NE) (N) Area 33 0 X 90 X 24 0 X 95 3 X 133 7 X X X X X U-Factor CLTD' Btu/hr Items shown with an astensk (*) denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded 0 1020 X 75 2 = 57 0 1020 X 76 0 15 0 5000 X 76 0 = 192 0 1020 X 74 0 136 0 7020 X 80 109 X = X X = X Page Total 503 Unshaded Fenestration Onentation Area GLF Area GLF Btu/hr Page Total Internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu Infiltration 7 078 X 0 73 X 7 97 X 50 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 553 Latent Gam Btu/hr Occupants 00 Occupants 200 Btuh/occ Infiltration 4,834 X 0 73 X 7 97 X 000199 _. 56 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 56 EnergyPro 5 1 by EnerqySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Paoe 64 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pine Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Closet 80 0 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 "F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr Items shown with an astensk (') denote conduction through an interior surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Page Total Internal Gam Btu/hr Occupants Equipmenl 4 0 7 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 920 7,600 Infiltration 7 078 X 0 73 X 4 95 X 31 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,551 Latent Gam Btu/hr Occupants 40 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 800 4 95 0 00799 35 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 835 EnergyPro 5 7 by EneravSoft UserNumber 5796 RunCode 2012-12-12710 42 25 ID PmeAvel Paae 65 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area Indoor Dry Bulb Temperature Bathroom 51 2 ft' 75 "F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range- 83 "F 68 °F 10°F Opaque Surfaces Onentation Area U-Factor' CLTD' Btu/hr R-73 Wall R-13 Wall (SW) (N) 50 9 68 2 0 1020 0 1020 16 0 8 0 Page Total Items shown with an astensk (') denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded 83 56 739 Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window - 2 (SW) 00 14 3 10 5 24 2 Page Total 254 254 internal Gam Btu/hr Occupants Equipment 00 00 Occupants Dwelling Unit 230 7.600 Btuh/occ Btu infiltration 7 078 X 0 73 X 2 36 X 75 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 408 Latent Gain Blu/hr Occupants 00 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 2 36 0 00799 77 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 77 EnergyPro 5 1 by EnergySoft User Number 5196 RunCode 2012-12-12710 42 25 ID PfneAvel Page 66 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Date 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Floor Area indoor Dry Bulb Temperature Bedroom 175 7 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature Outdoor Daily Range 83 °F 68 °F 10 °F Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-13 Walt R-13 Wall (SW) (NW) 128 5 0 1020 0 1020 16 0 15 2 Page Totai 745 200 344 Items shown with an astensk (') denote conduction through 1 Cooling Load Temperature Difference (CLTD) an interior surface to another room Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window - 3 Window - 1 (SW) (NW) 00 00 14 3 14 3 36 0 42 0 24 2 26 2 Page Totai 872 1.101 7.972 Internal Gain Btu/hr Occupants Equipment 7 0 0 0 Occupants X Dwelling Unit X 230 7.600 Btuh/occ Btu 230 infiltration 7 078 X 0 73 X 8 70 X 57 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,598 Latent Gam Btu/hr Occupants 7 0 Infiltration 4,834 0 73 Occupants X 200 Btuh/occ 200 8 70 0 00799 57 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 257 EnergyPro 5 7 by EnergySoft User Number 5196 RunCode 2012-12-12T10 42 25 ID PmeAvel Page 67 of 68 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name New Pme Ave Residence Dale 12/12/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Fioor Area indoor Dry Bulb Temperature Living/Hall/Kitchen 413 1 ft' 75 °F Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature 83 °F 68 °F 10 °F Opaque Surfaces Onentation R-13 Wall Wood Door R-13 Wall R-13 Wall R-13 Wall (N) (N) (NW) (SE) (W) Area 786 3 X 24 0 X 99 0 X 726 0 • X 79 3 X X X X X U-Factor CLTD' Btu/hr 0 7020 X 80 -752 0 5000 X 8 0 96 0 1020 X 76 2 — 754 0 1020 X 76 0 206 0 1020 X 78 0 — 35 X = X X - X Items shown wilh an astensk (') denote conduction through an intenor surface to another room 1 Cooling Load Temperature Difference (CLTD) Shaded Page Total Unshaded 643 Fenestration Onentation Area GLF Wmdow -1 French Door - D Window - 6 (NW) (NW) (SE) 00 00 00 14 3 14 3 14 3 Area GLF 42 0 X 26 2 24 0 X 26 2 73 5 X 24 2 X X X X X X Btu/hr Page Totai 7,701 629 327 2,056 internal Gain Btu/hr Occupants Equipment 20 1 0 Occupants Dwelling Unit 230 7,600 Btuh/occ Btu 460 7,600 Infiltration 7 078 X 0 73 X 79 04 X 720 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 4,880 Latent Gam Btu/hr Occupants 20 infiltration 4,834 0 73 Occupants X 200 Btuh/occ 400 79 04 0 00799 134 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 534 EnerqyPro 5 1 by EnerqySoft UserNumber 5196 RunCode 2012-12-12710 42 25 ID PmeAvel Page 68 of 68 PCR12112 1274 PINEAV • cv nnat jntp Appfoved Date BUILDINCB PLANNING ENGINEERING FIRE Expedite? Y N By IP- I^H 13- 72^ AFS Checked by Ha?Mat APCD Heaftti Forms/Fees Sent Reed Due? Encina Frre HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFD Y LandUse PFF N By Y N Density ImpArea FY N Comments Building Planning Engineering Fire Need? Date Dfite Annex Date Factor Date SW • Done • Done • Done • Done • Issued